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CAS-24_ABRA AUTO BODY & GLASS• PC o(,- Q` CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing forToday and Planning forTomorrow September 18, 2018 Abra Chanhassen Real Estate Co. 6322 Timber Trail Edina, MN 55439 Re: Planning Case #06-24, Major Auto Repair and Body Shop Dear Abra Chanhassen Real Estate Co. Management: After conducting an inspection on September 14, 2018, the city has determined that the property at 60 Lake Drive East is compliant with the Conditional Use Permit (CUP) Planning Case #06-24. Thank you for your cooperation and if you have questions or concerns, please contact me at 952-227-1132 or mwaltersGa,'ci.chanhassen.mn.us. Sincerely, 7A,J,,, MacKenzie Walters Assistant Planner P: 952-227-1132/F: 952-227-1110 G: PLAMCup lup Wap Awwl hnpactim DocuumtsAbra Autobody CAS 06-2412018 Abra Auto Body CAS W24 CUP Cowlim Lmu.dm PH %2.227.1100 • wwwAChanhaS9a11.mn-us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 0 PC o(' -ter CITY OF C HANHASSE N Chanhassen is a Community for Life-PrWdingforTodayand PlanningforTomorrow August 29, 2018 Abra Chanhassen Real Estate Co. 6322 Timber Trail Edina, MN 55439 Re: Conditional Use Permit Planning Case #06-24, Major Auto Repair and Body Shop Dear Abra Chanhassen Real Estate Co. Management: According to city records, there is a conditional use permit for a Major Auto Repair and Body Shop recorded against your property located at 60 Lake Drive East. The city must conduct an inspection to ensure the site is in compliance with the conditions of approval, as specified in the enclosed Approval Letter dated July 11, 2006. An inspection of the property will take place on Friday, September 14, 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 PH %2.227.11o0 • www.d.chanhassen.mn.us • FX952-227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Document No. OFFICE OF THE A 598778 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt 0 Certified Recorded on September 02, 2014 2:30 PM Fee $46 00 59E77� IIIII��IIIIIIIIIIIIMark Lundgren County Recorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-24 ABRA AUTO BODY AND GLASS 1. Permit. Subject to the terns and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A major auto repair and body shop 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Lot 1, Block 1, Chan Haven Plaza 3'a Addition 3. Conditions. The permit is issued for a major auto repair and body shop, subject to the following conditions: a. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. b. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. c. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest comer of the lot behind the evergreens. d. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. e. No exterior public address system is permitted. f No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 0 g. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. h. Facilities for the collection of waste oil must be provided. 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: July 10, 2006 (SEAL) STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: I A, T Tom Furlong, May or 4�rAND: odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 110' day of 2014, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the Ci Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. �-I NO P IC DRAFTED BY: City of Chanhassen JENGELHARDTP. O. Box 147 JW;K��REN bary Public-Minnawra7700 Market Boulevard C ""' bv0 "" 31 l015 Chanhassen, MN 55317 (952)227-1100 • vr.wme+w ...svuoerwls yr n .x - wN it r______________________- I f 19 2191' 11111tlyr i0;111111tll1' !a aa. Ea� `t It ,! ! l6E�l�'�i 1: 1 a!l said tale i J t e ABRA AUTO BODY & GLASS N lN2 pN'E EAST a a I ,. t t C� 111 I� �N SStlIJ 9 A008 Olf1V VLJBb ; l V IIII E I � . dall �1�401 I ; ---- : — SS71J F Toos oif1v Wev lulow 10 i 00 ----------------------- CITYOFCAANgISSEN � �� Chanhassen is a Community for Life -Providing for Today and Planning for Tomorrow August 21, 2017 Abra Chanhassen Real Estate Co. 6322 Timber Trail Edina, MN 55439 Re: Planning Case #06-24, Major Auto Repair and Body Shop Dear Abra Chanhassen Real Estate Co. Management: After conducting an inspection on August 18, 2017, the city has determined that the property at 60 Lake Drive East is compliant with the Conditional Use Permit (CUP) Planning Case 406-24. 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, Aar/ `v- MacKenzie Walters Assistant Planner P: 952-227-1132/F: 952-227-1110 G:\PLAN\Cup lup Wap\Annual hupection Documents\Abra Amobody CAS 06-24\2017 Abm Auto Body CAS 06-24 CUP Compliance Letla.dac ,GA�NcD PH 952.227.1100 • www.Cl.chanhassenan.us • FX 952.227.iiio 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 CITY OF 0 CHANHASSEN Chanhassen is Community for L'Ife- Providing for Way and PlanningforTomorrow August 7, 2017 Abra Chanhassen Real Estate Co. 6322 Timber Trail Edina, MN 55439 Re: Conditional Use Permit Planning Case #06-24, Major Auto Repair and Body Shop Dear Abra Chanhassen Real Estate Co. Management: According to city records, there is a conditional use permit for a Major Auto Repair and Body Shop recorded against your property located at 60 Lake Drive East. The city must conduct an inspection to ensure the site is in compliance with the conditions of approval, as specified in the enclosed Approval Letter dated July 11, 2006. An inspection of the property will take place on Friday, August 181", 2017. 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 P: 952-227-1132/F: 952-227-1110 PH 952.227.1100 • www.d.chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 DOGllll nt No. OFFICE OF THE A 5 9 8 7 7 8 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on September 02, 2014 2:30 PM Fee: $46.00 i 518178 LundgrenMark County Recorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA CONDITIONAL USE PERMIT #2006-24 ABRA AUTO BODY AND GLASS 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A major auto repair and body shop 2. Property. The pennit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Lot 1, Block 1, Chan Haven Plaza 3'd Addition 3. Conditions. The permit is issued for a major auto repair and body shop, subject to the following conditions: a. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. b. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. c. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest corner of the lot behind the evergreens. d. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. e. No exterior public address system is permitted. f. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. SCi,t,,t�EC • g. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. h. Facilities for the collection of waste oil must be provided. 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 pemuit shall lapse, unless an extension is granted m accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 10, 2006 (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN n �— BY: I Tom Furlong, Mayor AND: odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 10 day of 2014, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the Ci Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. • 1 ' DRAFTED BY: City of Chanhassen KAREN J. EN6ELHARDT P. O. Box 147 Notary Publlo-Minnewta 7700 Market Boulevard wr ao munbn aon� w� air ao,s Chanhassen, MN 55317 (952) 227-1100 M 1ei¢SYl.fel0 lbY3 3Ytl0IDfI1 Dt ssym a..aos olnv vaev EF ,ep € 6 ib p6 EF !i 4 E�jj i6¢p 6 F pE if 3 Fyy 6g �b ° ii; Fpp �•@�� tl¢S � Fie F6� � {iI Qzl zj €4�. i4i..i v1Fi T e 9 g FF� •�. E��1 S5 � `€"iF� Fy� � ¢� �il�� Q� �b 9 p ep Qail. It[ teat It ,15,11 mill 1; I i .EF_______________ wn -foe et .r armtm+n•.+.w ..rvaoe�v.vnnd .w ww ■<; � [ @rG73mo»aa a � Z No -C W'FR' 11Y33NW Df/101 ssvioFkaoao7vvaav 11� litl 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 3 Recreation Phone: 952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax:952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax:952.227.1110 Public Works 7901 Park Place Phone:952.227.1300 Fax:952.227.1310 Senior Center Phone: 952.2271125 Fax:952.227.1110 Website www.d.chanhassen.rnfl.us • GUI b to - 2 `( July 19, 2016 Abra Chanhassen Real Estate Co. 6322 Timber Trail Edina, MN 55439 Re: Planning Case #06-24, Major Auto Repair and Body Shop Dear Abra Chanhassen Real Estate Co. Management: After conducting an inspection on July 18th, 2016, the City has determined that the property at 60 Lake Drive East is compliant with the Conditional Use Permit (CUP) Planning Case #06-24. Thank you for your cooperation and if you have questions or concerns, please contact me at 952-227-1132 or mwalters&i.chanhassen.mmus. Sincerely, MacKenzie Walters Assistant Planner SCANT Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow i CM OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone:952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax:952.227.1404 Planning & Natural Resources Phone: 952227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax:952.227.1310 Senior Center Phone:952.2271125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us October 23, 2015 Abra Chanhassen Real Estate Co. 6322 Timber Trail Edina, MN 55439 Re: Conditional Use Permit Planning Case #06-24, Major Auto Repair and Body Shop Dear Abra Chanhassen Real Estate Co. Management: According to City records, there is a conditional use permit for a Major Auto Repair and Body Shop recorded against your property located at 60 Lake Drive East. The City must conduct an inspection to ensure the site is in compliance with the conditions of approval, as specified in the enclosed Approval Letter dated July 11, 2006. An inspection of the property will take place on Friday, October 30, 2015. 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 dingvalson@ci.chanhassen.mn us. Sincerely, Drew Ingvalson Assistant Planner Enc. g:\plan'cup iup wap\am ml inspection dommwts\abra autobody cas 06-2412015 abra autobody cas 06-24 inspection notifiwbm lener.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow ;cANNEC Document No. OFFICE OF THE A 598778 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on September 02, 2014 2:30 PM Fee: $46.00 598778 1111 IN 11111111Mark County Rdecorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-24 ABRA AUTO BODY AND GLASS 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A major auto repair and body shop 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Lot 1, Block 1, Chan Haven Plaza 3 d Addition 3. Conditions. The permit is issued for a major auto repair and body shop, subject to the following conditions: a. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. b. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. c. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest corner of the lot behind the evergreens. d. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. e. No exterior public address system is permitted. f. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. SCANNED g. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. h. Facilities for the collection of waste oil must be provided. 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: July 10, 2006 (SEAL) STATE OF M NNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: I A, Tom Furlong, Mayor AND: r?` odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 10day of 2014, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the Ci Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 NO PUIWIC KARENJ.ENGELHARDT Notary PubllaMinneeota My QdMrA W &OW JOn 81, 9015 CAMPBELL KNUTSON CITY OF CHANHASSEN RECEIVED OCT 2 n 2014 CHANHASSEN PLANNING DEP7 October 16, 2014 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Kim: Pursuant to your request, enclosed herewith for your file are the following original, recorded documents: Variance 2014-20, recorded September 2, 2014, as Document No. A598766; and 2. Conditional Use Permit #2006-24 (ABRA Auto Body and Glass), recorded September 2, 2014, as Document No. A598778. If you have any questions regarding the above, please give me a call. Very truly yours, CAMPBELL KNUTSON Professional Association By: Carole J. Hoeft cjh Legal Assistant Enclosure 1 75692v l SCANNED Document No. OFFICE OF THE A 5 98 7 7 8 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on September 02, 2014 2:30 PM Fee: $46 00 54877^a II I I II' II I II III I IIIMark Lundgren County Recorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-24 ABRA AUTO BODY AND GLASS 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A major auto repair and body shop 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Lot 1, Block 1, Chan Haven Plaza P Addition 3. Conditions. The permit is issued for a major auto repair and body shop, subject to the following conditions: a. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. b. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. c. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest corner of the lot behind the evergreens. d. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. e. No exterior public address system is permitted. f. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. SCANNED r g. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. h. Facilities for the collection of waste oil must be provided. 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: July 10, 2006 (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: I Tom Furlong, Mayor AND: odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 10 day of 2014, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the Ci Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 NOT PU IC �a, KAREN J. ENGELHARDT Notary Public -Minnesota F;„;i �my oommissw 2lplros Jan 31, 2015 7700 Market Boulevard PO Box 147 August 29, 2014 Chanhassen, MN 55317 Administration Phone: 952227.1100 Fax: 952.2271110 Abra Chanhassen Real Estate Co. Building Inspections 6322 Timber Trail Phone: 952.227.1180 Edina, MN 55439 Fax:952.227.1190 Re: Planning Case #06-24, Major Auto Repair and Body Shop Engineering Phone:952.227.1160 Dear Abra Chanhassen Real Estate Co. Management: Fax: 952.227.1170 Finance After conducting an inspection on August 18, 2014, the City has determined that the Phone: 952.2277140 property at 60 Lake Drive East is compliant with the Conditional Use Permit (CUP) Fax:952.227.1110 Planning Case #06-24. Park & Recreation Thank you for your cooperation and if you have questions or concerns, please contact Phone: 952.227.1120 me at 952-227-1132 or dingvalson@ci.chanhassen.mn.us. Fax: 952.227-1110 Recreation Center Sincerely, 2310 Coulter Boulevard 1400 PFax:952.227.1404 Fax: 952.227.1404 Planning & Drew Ingvalso Natural Resources Planning Intern Phone:952.227.1130 Fax:952.227.1110 g:\plan\cup iup wap\annual inspection documentstabra autobody cas 06-24\2014 abra auto body cas 06-24 cup compliance Public Works lener.doc 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone:952.227.1125 Fax: 952.2271110 Web Site www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 8/22/14 2006-24 ATTENTION Carole Hoeft RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 7/10/06 06-24 Conditional Use Permit 06-24 (Abra Auto Body & Glass THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Carole - This CUP was approved in 2006 but we recently discovered that it was never recorded. COPY TO: f SCANNED if enclosures are not as noted, kindly notify us at once. 1 1.1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-24 ABRA AUTO BODY AND GLASS 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A major auto repair and body shop 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Lot 1, Block 1, Chan Haven Plaza 3'a Addition 3. Conditions. The permit is issued for a major auto repair and body shop, subject to the following conditions: a. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. b. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. c. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest corner of the lot behind the evergreens. d. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. e. No exterior public address system is permitted. f. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. j g. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. h. Facilities for the collection of waste oil must be provided. 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: July 10, 2006 (SEAL) STATE OF M "iESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN n r— BY: I '+ Tom Furlong, Mayor AND: odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 10 day of 2014, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the CiVM Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 NOTtIly PUPWIC 4 KAREN J. ENGELHARDT Notary Public -Minnesota My COMM1684n 3xplfa JAM 31, 2015 2 August 1, 2014 CITY OF LfiffiflffiNtM Abra Chanhassen Real Estate Co. 7700 Market Boulevard 6322 Timber Trail PO Box 147 Edina, MN 55439 Chanhassen, MN 55317 Re: Conditional Use Pem-iit Planning Case #06-24, Major Auto Repair and Body Administration Shop Phone: 2271100 Fax: 952.252.2271110 Co.Management: Dear Abra Chanhassen Real Estate Mement: Building Inspections According to City records, there is a conditional use permit for a Major Auto Repair Phone: 952.227.1180 and Body Shop recorded against your property located at 60 Lake Drive East. The Fax:952.227.1190 City must conduct an inspection to ensure the site is in compliance with the conditions of approval, as specified in the enclosed Approval Letter dated July 11, Engineering Phone:952.227.1160 2006 An inspection of the property will take place on Monday, August 18, 2014. Fax:952.227,1170 If the site is found to be in compliance, future inspections will occur annually. Finance However, if the site is in violation of the conditions of approval, staff will work with Phone: 952.227.1140 the property owner to bring the site into compliance in a timely manner. Annual Fax 952.2271110 compliance inspections will be scheduled from the time of compliance. Park .952.227.1120 you Recreation Phone:If have questions or concerns, please contact me prior to the inspection date Fax: 952.2271110 above, at 952-227-1132 or dingvalson@ci.chanhassen.mn.us. Recreation Center Sincerely, 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.227.1404 Planning & Drew Ingvalson Natural Resources Planning Intern Phone:952.227.1130 Fax:952.2271110 Enc. Public Works 7901 Park Place g.Van\cuP mP wap\Emnual mspecbm dmummts\abm autobody cos 06-24\2014 abm autobody cm 06-24 (cup) inspection form Phone:952.2271300 te"er'm Fax:952.2271310 Senior Center Phone:952.2271125 Fax:952.227.1110 Website www.ci.chanhassen.mn.us SCANNED Chanhassen is a Community for Life . Providing for Today and Planning for Tomorrow Z July 11, 2006 Mr. Henry Cornelius Abra Auto Body — Chanhassen 6322 Timber Trail Minneapolis, MN 55439 Re: Abra Auto Body and Glass — Planning Case 06-24 Dear Mr. Cornelius: This letter is to confirm that on July 10, 2006, the Chanhassen City Council approved the following: Planning Case #06-24 for Site Plan approval for a 14,430 square -foot expansion to a 4,074 square -foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The addition is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. The expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). 5. A separate sign permit shall be required for each sign proposed on the site. 6. The lighting must be shielded to prevent off -site glare. 7. The builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. 8. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Trees with less than 60% canopy shall be replaced before landscaping financial guarantees are released. 9. Mechanical equipment must be screened. No wooded fences are permitted on the roof. Mr. Henry Cornelius July 11, 2006 Page 2 10. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) shall be maintained around Wetland A. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a 40-foot setback from the edge of the wetland buffer. 11. A temporary cover of mulch and temporary seed shall be in place within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. 12. During installation of the proposed storm sewer infrastructure to the existing stone sewer, temporary caps or plugs shall be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. 13. Plans shall include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. 14. All perimeter controls and inlet protections shall remain in place until 70% of the area is permanently protected by vegetative cover. 15. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project shall also be protected. 16. The proposed silt fence along Wetland A shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5-foot wetland buffer. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 17. The applicant shall make certain that all construction equipment uses the entire length of the rock construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 18. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their stone water infrastructure), Minnesota Department of Health) and comply with their conditions of approval. 19. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. Mr. Henry Cornelius July 11, 2006 Page 3 20. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. 21. The existing service must be abandoned at the main. 22. The wet tap must occur outside the operating hours of the businesses which access the private drive. 23. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap." "Planning Case #06-24 for a Conditional Use Permit for a major auto repair and body shoir subject to the following conditions: 1. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. 2. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. 3. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest comer of the lot behind the evergreens. 4. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. 5. No exterior public address system is permitted. 6. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 7. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. 8. Facilities for the collection of waste oil must be provided." Enclosed is a site plan agreement that must be executed by Steiner Construction Services, Inc. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by November 7, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. Mr. Henry Cornelius July 11, 2006 Page 4 You may want to schedule a meeting with Jerry Mohn, the Building Official, at (952) 227-1199 to discuss the building permit process. When you cut into the driveway to make the new connection to the utilities, you will need to comply and conform with all the standards contained within the easement document for the access driveway. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerousAci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official 9:\plan\2006 planning cases\06-24 abra\approval letta.doe Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Matthew K. Brokl' John F. Kelly Soren M. Mattick Henry A. Schaeffer, III Alina Schwartz Craig R. McDowell Marguerite M. McCarron ' Also Licrvsed in Wisconsin 1380 Corporate Center Curc Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Drat (65I) 234-6212 E-mailAddress: snelsot@ck-law.eom RECEIVED October 12, 2006 OCT 1 3 2006 CITY OF CHANHASSEN Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN — MISC. RECORDED DOCUMENTS ➢ Site Plan Permit #06-24 —Abra Auto Body -Chanhassen (Lot 1, Block 1, Chan Haven Plaza 3rd Addition) Dear Kim: Enclosed for the City's files please find original recorded Site Plan Permit #06-24 with Abra Auto Body -Chanhassen approving a site plan for a 14,430 square foot expansion to a 4,074 square foot building on Lot 1, Block 1, Chan Haven Plaza Yd Addition. The site plan permit was filed with Carver County on September 15, 2006 as Document No. A449815. SRN:ms Enclosure Regards, CAMPBELL KNUTSON Professional Association /1 B� S an R. Nelson, Legal kssistant SCANNED Document No. OFFICE OF THE A 449815 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $ 46.00 Check#: 16282 Certified Recorded on 09-15-2006 at 12:30 ❑ AM [3 PM CaOHX 44 Jr. so rier CITY OF CHANHASSEN SITE PLAN PERMIT # 06-24 �lKiNwi- iwf-i Ci]`►t`9 AGREEMENT dated July 10, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Abra Auto Body - Chanhassen, (the 'Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 14,430 square -foot expansion to a 4,074 square -foot building (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Chan Haven Plaza P Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. Plan B-- Grading Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. 1 SCANNED Plan C—Landscaping Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. Plan D--Utility Plans dated May 19, 2006, prepared by Alliant Engineering, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2007. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $2,500.00 (erosion control). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certiofied mail at the following address: Mr. Henry Cornelius Abra Auto Body - Chanhassen 6322 Timber Trail Minneapolis, MN 55439 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. Planning Case #06-24 for Site Plan approval for a 14,430 square -foot expansion to a 4,074 square -foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06, subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The addition is required to have an automatic fire extinguishing system. c. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. The expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). e. A separate sign permit shall be required for each sign proposed on the site. f. The lighting must be shielded to prevent off -site glare. g. The builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. h. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Trees with less than 60% canopy shall be replaced before landscaping financial guarantees are released. i. Mechanical equipment must be screened. No wooded fences are permitted on the roof. j. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) shall be maintained around Wetland A. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a 40- foot setback from the edge of the wetland buffer. k. A temporary cover of mulch and temporary seed shall be in place within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. 1. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs shall be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. in. Plans shall include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. n. All perimeter controls and inlet protections shall remain in place until 70% of the area is permanently protected by vegetative cover. o. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project shall also be protected. p. The proposed silt fence along Wetland A shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of 4 the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5-foot wetland buffer. All perimeter controls shall be inspected by the city and the SWCD prior to grading. q. The applicant shall make certain that all construction equipment uses the entire length of the rock construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. r. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their storm water infrastructure), Minnesota Department of Health, and comply with their conditions of approval. s. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. t. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. u. The existing service must be abandoned at the main. v. The wet tap must occur outside the operating hours of the businesses which access the private drive. w. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap." 5 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. @YIAIDE612 I UNoV-093n, (ss CITY OF CHANHASSEN In Thom A. Furlong, Mayor AND: odd Gerhardt, City Manager DEVELOPER: AMA AUTO BODY - CHANHASSEN BY: Its The foregoing instrument was acknowledged before me thi4eday o& , 2006, 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 grunted by its City Council. 1 NOTARY PUBU �" KIM T. MEUWISSEN � ,�� Notary Public -Minnesota MY Commissim Expires Jan 31, p/0 6 STATE OF MINNESOTA (ss. COUNTY OF Ckir off The foregoinj COnstrument was acknowledged before me this 5 day of ( , 2006 by Ar, i IF n t k ! , 5 Owner / (Developer), on behalf of Abra Auto Body - Owil as . NOTARY PUBLIC i 1 COLLEEN K. MARTINO '�, Notary Public-Minnesota My Commission Expires Jan 31, 2010 DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT 1W.4:113M11Y 3i GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building pennits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The 91 City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authroize 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 wan -anted 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 Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. E 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabiliri. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. 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. 10 H. Recording. This Permit shall run with the land and may be recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too 11 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. 12 CONSENT ABRA CHAN MSEN REAL ESTATE COMPANY, LLP, a Minnesota limited liability partnership, Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, 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 o ned by them. ABRA EST 'COMPANY, LLP Dated this 25 day of a u.ait , 2006 By 0 tj Ng7r_Managing Partner t4'eA/Ky Cole a-ftks STATE OF MINNESOTA ) ( ss COUNTY OF lA r U(!.r ) The foregoing g/ instrument was acknowledged before me this � day of.YFt t i jt 2006, by Her,,-4 6n✓n e /! u �, , a managing partner of ABRA CHANHA.SSEN REAL ESTATE COMPANY, LLP, Minnesota limited liability ership, on behalf of the partnership. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 13 NOTARY PUBLIC COLLEEN K. MARTINO Notary Public -Minnesota My Commission Exow Jan 31. 2010 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 !`��, 2006. STATE OF MINNESOTA (ss. COUNTY O /V ) The fore o ent knowledged before me this 2�day of -144 , 2006,by Lee Bunge, Business Banking Officer.of KLEINB+NK, a Minn to 'ng corporation, on behalf of,,;he N E— TMAWW0. LE Notary PWb4ilrewr Y Comm. Eipbu dan. 31. 2W7 r� DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 14 0(.0 -a 4 09 CITY OF CHANHASSEN 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1160 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax 952.227.1170 Finance Phone:952227.1140 Fax: 952227.1110 Park d Recreation Phone: 952227,1120 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 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.u.chanhassen.nnn.us July 11, 2006 Mr. Henry Cornelius Abra Auto Body — Chanhassen 6322 Timber Trail Minneapolis, MN 55439 Re: Abra Auto Body and Glass — Planning Case 06-24 Dear Mr. Cornelius: gee This letter is to confirm that on July 10, 2006, the Chanhassen City Council approved the following: Planning Case #06-24 for Site Plan approval for a 14,430 square -foot expansion to a 4,074 square -foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The addition is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. The expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). 5. A separate sign permit shall be required for each sign proposed on the site. 6. The lighting must be shielded to prevent off -site glare. 7. The builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. 8. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Trees with less than 60% canopy shall be replaced before landscaping financial guarantees are released. 9. Mechanical equipment must be screened. No wooded fences are permitted on the roof. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a channing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play Mr. Henry Cornelius July 11, 2006 Page 2 10. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) shall be maintained around Wetland A. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a 40-foot setback from the edge of the wetland buffer. 11. A temporary cover of mulch and temporary seed shall be in place within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. 12. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs shall be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. 13. Plans shall include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. 14. All perimeter controls and inlet protections shall remain in place until 70% of the area is permanently protected by vegetative cover. 15. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project shall also be protected. 16. The proposed silt fence along Wetland A shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5-foot wetland buffer. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 17. The applicant shall make certain that all construction equipment uses the entire length of the rock construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 18. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their storm water infrastructure), Minnesota Department of Health) and comply with their conditions of approval. 19. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. Mr. Henry Cornelius July 11, 2006 Page 3 20. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. 21. The existing service must be abandoned at the main. 22. The wet tap must occur outside the operating hours of the businesses which access the private drive. 23. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap." "Planning Case #06-24 for a Conditional Use Permit for a major auto repair and body shop, subject to the following conditions: 1. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. 2. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. 3. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest corner of the lot behind the evergreens. 4. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. 5. No exterior public address system is permitted. 6. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 7. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. 8. Facilities for the collection of waste oil must be provided." Enclosed is a site plan agreement that must be executed by Steiner Construction Services, Inc. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by November 7, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. Mr. Henry Cornelius July 11, 2006 Page 4 You may want to schedule a meeting with Jerry Mohn, the Building Official, at (952) 227-1199 to discuss the building permit process. When you cut into the driveway to make the new connection to the utilities, you will need to comply and conform with all the standards contained within the easement document for the access driveway. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Since Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official gAplan\2006 planning cases\06-24 abn\approval Ietter.dm CITY OF CHANHASSEN STIR PLAN PERMIT # 06-24 SPECIAL PROVISIONS AGREEMENT dated July 10, 2006, by and between the CTI'Y OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Abra Auto Body - Chanhassen, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 14,430 square -foot expansion to a 4,074 square -foot building (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Chan Haven Plaza 3rd Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. Plan B— Grading Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. Plan C—Landscaping Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. Plan D—Utility Plans dated May 19, 2006, prepared by Alliant Engineering, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2007. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $2,500.00 (erosion control). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certiofied mail at the following address: Mr. Henry Cornelius Abra Auto Body - Chanhassen 6322 Timber Trail Minneapolis, MN 55439 W 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. Planning Case #06-24 for Site Plan approval for a 14,430 square -foot expansion to a 4,074 square -foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06, subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The addition is required to have an automatic fire extinguishing system. c. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. The expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). e. A separate sign permit shall be required for each sign proposed on the site. f. The lighting must be shielded to prevent off -site glare. g. The builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. h. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Trees with less than 60% canopy shall be replaced before landscaping financial guarantees are released. 3 i. Mechanical equipment must be screened No wooded fences are permitted on the roof. j. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) shall be maintained around Wetland A. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a 40- foot setback from the edge of the wetland buffer. k. A temporary cover of mulch and temporary seed shall be in place within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. 1. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs shall be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. m. Plans shall include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. n. All perimeter controls and inlet protections shall remain in place until 70% of the area is permanently protected by vegetative cover. o. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project shall also be protected. p. The proposed silt fence along Wetland A shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of 4 the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5-foot wetland buffer. All perimeter controls shall be inspected by the city and the SWCD prior to grading. q. The applicant shall make certain that all construction equipment uses the entire length of the rock construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. r. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their storm water infrastructure), Minnesota Department of Health, and comply with their conditions of approval. s. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. t. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. u. The existing service must be abandoned at the main. v. The wet tap must occur outside the operating hours of the businesses which access the private drive. w. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap." 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. STATE OF MINNESOTA ( ss COUNTY OF CARVER CITY OF CHANHASSEN IROM Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: Its The foregoing instrument was acknowledged before me thisday of 2006, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of (Developer). NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CrrY OF CHANHASSEN SITE PLAN PERMIT GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted 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 Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. TII H. Recordine. This Permit shall run with the land and may be recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. ations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too 11 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. 12 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, 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 2006 STATE OF MNNESOTA ) ( ss COUNTY OF ) I� The foregoing instrument was acknowledged before me this day of 2006, by DRAFPED BY - City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 13 NOTARY PUBLIC 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 2006. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2006, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 14 I► • 1li Status Report 7/16107 plan.OR2 M**00 Au 2000 eD.- Securities [start_ Due S P Category Description 7/16107 8/16/07 F LC #580046 expires 9/16/07 (renews automatically) ABRA Auto Body & Glass Planning Case 06-24 $34,200 for Landscaping Bob Generous. e awl l i,m Cw Ylawm,UPm �N.ft Pe , SCANNED CITY OF CHANNASSEN T700 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 Phorar: 952.227.1160 Fax 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park A Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning At Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone:952.227.1300 Fax: 952.227.1310 Senior Center Phone:952227.1125 Fax: 952.227.1110 Web Site www.d.chanhassen.mn.us June 23, 2008 Mr. Henry Cornelius Abra Auto Body — Chanhassen 6322 Timber Trail Minneapolis, MN 55439 Re: Escrow Refund Abra Auto Body and Glass — Planning Case 06-24 Dear Mr. Cornelius: The escrow for the site plan permit security for Abra Auto Body in Chanhassen is hereby released as the erosion control requirements have been met. A check in the amount of $2,500.00 has been mailed separately. If you have any questions or need additional information, please contact me at (952) 227-1131 or b¢enerous@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure gxplanx2006 planning cases\06-24 abraxescrow refund letter.doc SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. *r CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/31/2006 2:38 PM Receipt No. 0020285 CLERK: katie PAYEE: HENRY CORNELIUS 6322 TIMBER TRAIL EDINA MN 55439 PLANNING CASE 06-24 ABRA AUTO BODY ------------------------------------------------------- Erosion Escrow 2,500.00 Total 2,500.00 Cash 0.00 Check 1078 2,500.00 Change 0.00 GL- Lag pe 200p F.S S.M T W T F.S 4 5 if `72-/��5��8��]���8 18 b 11-12 18 1i' 1825'28 18 18.2U 01 0............ 26—W y" M M jW Securities 6/1/08 7/31/08 C Escrows 09 C�h Escmw ABRA Auto Body O Planing Cue 06-24 Site Plan Agreement $2,500 for Erosim Control Received 8/28/06 from Henry Cornelius Check #1078 Notify Robert Grnerms U7/07 - Bob, status? Rim 6/13/07 - Per Bob, check status on 611/08. Kim 6WO8 -Bob, status? Kim CY Ld Dwebpm OM , W4 MZoe PM scsY P-Pdit Pepet Jul 2000 Au ust 2000 p ber2000 M T W T F S S M T W T F S W T F S 1 1 2 3 4 61 2 2 3 4 5 -6 7 6 6...7. 8 9 16 11 12 6 l 8--99 1011/21314 Is f.4'- 141616179819 13141516it 1 ] 16 19 26 21 22 2621 22 2$ 2i' 25 26 20 21. 22 2923 24 25 26 2Y 28 29 27 26.26..W.5i..._- ����� 27 26 N �96_. _.31- _.. _. _.. _ _.. _ _. _. _............................................ .... _..............„ V Securities (Start. Due S P Category Description ,1 611/08 7/31/08 ® Escrows 0 Cash Escrow ABRA Auto Body Planning Case 06-24 Site Plan Agreement $2,500 for Erosion Cannot Received 8/28/06 from Henry Cornelius Check # 1078 Notify Robert Generous 6nIO7 -Bob, status? Kim 6/13/07 - Per Bob, check status on 611/08. Kim 6/2/08 - Bob, status? Kim 6118/08 - Per Bob OK to release escrow. Activity closed. Kim 02008Lota rev mmlC WIWB a12:18PM S-Slatm P-Pmny Pe I CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 /iZlo2 July.27,21M7— Mr. David Esposito KleinBank 1550 Audubon Road Chaska, MN 55318 c�,---2,f Administration Phone:952.227.1100 Re: Release of Letter of Credit No. 580046 — ABRA Auto Body & Glass Fax:952.227.1110 Planning Case No. 06-24 Building Inspections Dear Mr. Esposito: Phone: 952.227.1180 Fax: 952.227.1190 We are hereby releasing the enclosed Letter of Credit No. 580046 as all conditions of bpi g the site plan agreement for the referenced site have been met. Phone: 952.227.1160 Fax:952.227.1170 If you have any questions, please contact me at 952-227-1131 or by email at benerous@ci.chanhassen.mn.us. Finance Phone:952.227.1140 Sincerely, Fax: 952.227.1110 Park & Recreation CITY OF CHANHASSEN PFax:952.227.1110 !� Fax: 952.227.1110 Recreahol Center Robert Generous 2310 Coulter Boulevard Senior Planner Phone: 952.227.1400 Fax: 952,227.1404 RG:ktm Planning & Natural Resources c: Henry Cornelius Phone: 952.227.1130 Fax: 952.227.1110 g. plan 2006 planning cases 06 24 abraVc release letter 9-12-08.doc Public Wake 1591 Park Road Phone:952.227.1300 Fax: 952.227,1310 Senior Comer Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.d.chanhassen.mn.us SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow IRREVOCABLE STANDBY LETTER OF CREDIT Letter of Credit Number: 580046 Amount: U.S. $ 34,220.00 (thirty four thousand two hundred and twenty dollars and zero cents U.S. DOLLARS) This Letter of Credit is issued on March 16, 2007 by Issuer in favor of the Beneficiary for the account of Applicant. he ponies' names and their addresses are as follows: APPLICANT: ABRA CHANHASSEN REAL ESTATE COMPANY, LLP 6322 TIMBER TRAIL EDINA, Minnesota 55439 BENEFICIARY: CITY OF CHANHASSEN 7700 MARKET BOULEVARD, BOX 147 CHANHASSEN, Minnesota 55317 ISSUER: KLEINBANK 1560 Audubon Road Chaska, Minnesota 55318 1. LETTER OF CREDIT. Issuer establishes this Irrevocable Standby Letter of Credit (Letter of Credit) in favor of Beneficiary in the amount indicated above. Beneficiary may draw on this Letter of Credit with a Draft (or Drafts, if the maximum number of drawings is greater than one). Each Draft shall be signed on behalf of Beneficiary and be marked "Drawn under KleinBank Letter of Credit No. 580046 dated March 16, 2007." Drafts must be presented at Issuer's address shown above on or before the Expiration Date. The presentation of any Draft shall reduce the Amount available under this Letter of Credit by the amount of the draft. This Letter of Credit soft forth in full the terms of Issuer's obligation to Beneficiary. This obligation cannot be modified by any reference in this Letter of Credit, or any document to which this Letter of Credit may be related. This Letter of Credit expires on the Expiration Data. 2. DRAWINGS. Beneficiary shall be permitted to make multiple drawings on this Letter of Credit. The maximum number of drawings that may be made on this Letter of Credit is 0. "Draft" means a draft drawn at sight. 3. DOCUMENTS. Each Draft must be accompanied by the fallowing, in original and two copies except as stated: A. The original Letter of Credit, together with any amendments. B. A sight draft drawn by Beneficiary on Issuer. C. The following other documents: The draft must be signed by the Mayor or city Manager of the city of Chanhassen.. Issuer shall be entitled to accept a draft and the documentation described above, as required by the terms of this Letter of Credit, from any person purporting to be an authorized officer or representative of Beneficiary without any obligation or duty on the part of Issuer to verify the identity or authority of the person presenting the draft and such documentation. 4. SPECIAL INSTRUCTIONS. THIS LETTER OF CREDIT SHALL AUTOMATICALLY RENEW FOR SUCCESSIVE ONE-YEAR TERMS UNLESS, AT LEAST FORTY-FIVE 145) DAYS PRIOR TO THE NEXT ANNUAL RENEWAL DATE (WHICH SHALL BE AUGUST 16 OF EACH YEAR), THE BANK DELIVERS WRITTEN NOTICE TO THE CHANHASSEN CITY MANAGER THAT IT INTENDS TO MODIFY THE TERMS OF, OR CANCEL THIS LETTER OF CREDIT, WRITTEN NOTICE IS EFFECTIVE IF SENT BY CERTIFIED MAIL, POSTAGE PREPAID, AND DEPOSITED IN THE U.S.MAIL, AT LEAST FORTY-FIVE (45) DAYS PRIOR TO THE NEXT ANNUAL RENEWAL DATE ADDRESSED AS FOLLOWS: CHANHASSEN CITY MANAGER, CHANHASSEN CITY HALL, 7700 MARKET BOULEVARD, BOX 147, CHANHASSEN, MN 55318 AND IS ACTUALLY RECEIVED BY THE CITY MANAGER AT LEAST THIRTY 130) DAYS PRIOR TO THE RENEWAL DATE. THIS LETTER OF CREDIT SETS FORTH IN FULL OUR UNDERSTANDING WHICH SHALL NOT IN ANY WAY BE MODIFIED, AMENDED, AMPLIFIED, OR LIMITED BY REFERENCE TO ANY DOCUMENT, INSTRUMENT, OR AGREEMENT, WHETHER OR NOTE REFERRED TO HEREIN. *See Conditions for Advancement/funher details. S. EXPIRATION DATE. This Letter of Credit expires at the close of business at Issuer's address at 4:00 PM Central Time (Time) on March 16, 2008 (Date). Issuer agrees to honor all Drafts presented In strict compliance with the provisions of this Letter of Credit on or before the Expiration Date. S. NON -TRANSFERABLE. This Letter of Credit Is not transferable. 7. APPLICABLE LAW. This Letter of Credit Is governed by the Uniform Customs and Practice for Documentary Credits, 1993 Revision, International Chamber of Commerce Publication No. 500 (UCP), or any later version or amendment. This Letter of Credit is also governed by the laws of Minnesota, except as those laws conflict with the Uniform Customs and Practice for Documentary Credits, Document EDO. ISSUER: KleinBank By J�la,tck Rate go .N 1bl 6� —t Date ABRA CHANHASSEN REAL ESTATE COMPANY, LLP Standby Letter Of Credit Page 1 MN/4CarolynM00005900005586010031607Y 01996 Bankers Systems, Inc., St. Cloud, MN 0 Status Report 7/31/08 PLAMOR2 Jul 2000 Au uM 2000 tern er ODD S M T W T F S M T W T F h1 T W T F 1 1 2 3 4 5 1 2 2 3 4._S ...'6...7._/j. .fi. 7 8..9 ...10 11 12 3. 1..5 6 7... 8. _.9 9 10-ii 12 13 14 13 14 16 16 17 18 19 10 11 12 13 14 15 1G 16 1i 16 18 20 21`�1i2 ff n 22 23 24 25 26 /7 18.19 20 21. 22,$8 30 31 _25 26. 27. 28 W 0 28 29 30 51_... u .26 27 26 2B V Securities [Start Due S P Category Description i 7131/08 7/31/08 0 LC k580046 expires 8/16/07 (renews automatically) ABRA Auto Body & Glass Planning Case 06-24 $34,200 for landscaping Notify Bob Generous. 7/27/07 - Per Bob/Jill, ok to reduce to $3,400. Letter sent to bank on 7/27/07. Kim 11/9/07 - Per Bob check status on 6130/08, Kim 613/08 - Jill inspected site and made the following observations: 6 dead trees Remove and replace existing maple along parking lot Check status 7/31/08. Kim 8/27/08 - Bob, status? Kim 827/08 - Per Jill, all dead trees have been replaced. OK to release LC. Kim 9/12108 - LC returned to bank. Activity clowd. Kim 02oce Lowe Devebpmen� Coq 9'IVN at 1 52 PM S=S... P=Pro Page t Meuwissen, Kim From: Sinclair, Jill Sent: Wednesday, August 27, 2008 10:38 AM To: Generous, Bob; Meuwissen, Kim Subject: RE: Abra Escrow status? They were going to let me know when ne but I haven't heard from them. I've been by and can confirm that all dead trees have been replaced Ok to release. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Generous, Bob Sent: Wednesday, August 27, 2008 10:11 AM To: Sinclair, Jill Subject: FW: Abra Escrow status? I know you met on site. Can we release the balance or do we hold it? From: Meuwissen, Kim Sent: Wednesday, August 27, 2008 9:32 AM To: Generous, Bob Subject: Abra Escrow status? C #580046 expires 8 16/0 (renew a Ica ly) ABRA Auto Body & Glass Planning Case 06-24 $34,200 for Landscaping Notify Bob Generous. 7/27/07 - Per Bob/Jill, ok to reduce to $3,400. Letter sent to bank on 7/27/07. Kim 11/9/07 - Per Bob check status on 6/30/08. Kim 6/3/08 - Jill inspected site and made the following observations: 6 dead trees Remove and replace existing maple along parking lot Check status 7/31/08. Kim 8/27/08 - Bob, status? Kim 1 Status Report 7/31/08 PLAN.OR2 Au ust2000 ptember 2W0 M T W T F M T W T F S 1 2 3 4 5 1 2 6 7 8 9 1a 11 12 3' 4 6 5 7 8 9 13 16.15 16 17 18 19 10 11 12 13 '4 15 16 26I21 22 23 20252i6 1Z 18 19 20 21 22.23 2728 29 30 11 25 26 27 28 25 s0 310 ._.... .................... ....._. .... V Securities IStan Due_. _ _ S— -P- Category Deacnclron I 7131/08 7/31/08 O LC #580046 expires 8/10/07 (renews automatically) ABRA Auto Body & Glass Planning Case 06-24 $34,200 for Landscaping Notify Bob Generous. 7/27/07 - Per BOb/JiU. ok to reduce to $3,400. Letter sent to bank on 7/27/07. Kim 1119/07 - Per Bob check status on 6/30/08. Kim 6/3/08 - Jill inspected site and made the following observations: 6 dead trees Remove and replace existing maple along parking lot Check status 7131/09. Kim 927/08 -Bob, status? Kim 8/27/08 - Per Jill, all dead trees have been replaced. OK m release LC. Kim ......... ......._ ._...... ......... .. ......._._ _..._.__........ _... .. ........._.._......_.. .- . 03008LauspevebprnenlCwp. 9'YOg al aa6 PM 5-au1u P-Pronry Paget Status Report 7131/08 PLAN.OR2 auet 2000 Se temper 2000 F M T W T F S M T W T F1 1 2 3 4 5 1 2 ] 86 7 8 910 11 12 9 4 5 6 7 9- 93 13 15 13 14 15 16 17 16 19 10 11 12 13 14 15.160 21. 22 2021 22 23 24 25 26 17.18.19 20 21 22 2328',9 27. 2829 30 31...._ 25 26 27 28 29 90_ ...... _.. io Securities ism _ Due S P Category Description 1 7/31/08 7/31/08 F LC #580046 expires 8/16/07 (renews automatically) ABRA Auto Body & Glass Planning Case 06-24 $34,200 for landscaping Notify Bob Generous. 7127/07 - Per Bob/Jill, ok to reduce to $3,400. Letter sent to bank o0 7/27/07. Kim 1 I/9/07 - Per Bob check status on 6130/09. Kim 6/3/08 - Jill inspected site and made the following observations: 6 dead trees Remove and replace existing maple along parking lot Check stams 7/31108. Kim o2000 Lulu neaulW iC &VW M 2:RM Sst-P=Po Py I t ffeport 611/08 PLAMOR2 Jul 2000 ust 2000 September 2000 M T W T F M T W T F S S M T W T F S 1 1 2 3 4 6 1 2 2 3 4 5 67 9 67 6 9 10 11 12 8- 4 5 67 8 ,9 9 10 11 12 13 14 15 13 14 15 16 17 18 19 10 11 12 13 14 15 16 16 1/ 18 19 20 21 22 9 21 22 23 24 25 26 1� 16 19 20 21 22 23 23 24 25 26 27 28 29 2] 28 29 30 35............ N 25 26 2] 28 29 36 30 31 _.. _. _... .. ..._.. _... _.... Vf Securities Start Due S P Category Description 6/1/08 6/1/08 O Escrows —�) .ash'Ew. I V _ � �_ Y m eery Comehus Ch 0 1 �11 6r7/07 - B . Kim 6/13/07 .c111c status oa6/l/08. Kim 6/2/08 - ......... ................... ......... .._..... _...__ .............. .. ___.. ..... _....... _._...._._............ .... .. _ ..... _...._. o zone Lotu ek* n Cmp. 60M.t B-hero S-SM a c=P-M Pp l Status Report 6130/08 plan.OR2 Jul 2000 terrber 2000 S M T W T F M T W T F S M T W T F S 1 1 2 3 4 5 2 2 3 4--5- 6- 7 6: 7 8 9 10.11 12 3 -4- 5 6 7 8�-9 9 10 11- 12 -13 14 15 1314 15 16 17 18 19 10 11--12 13 14 15 16 16 17 18 19 20 21 22 A 21 22 23 24 25 26 17 18 19 20 21 22 23 23 24 25 26 27 20 51 24 27 28 29 30 71 - 2< 25 26 27 28 29 90 W_...__ __.___... __. ..._.. ... __. q( Securities istart Due S P Category Description :A 6/30/08 6130/08 F LC #580046 expires 8/16/07 (renews automatically) ABRA Auto Body & Glass Planning Case 06-24 $34,200 for landscaping Notify Bob Generous. 727/07 - Per Bob/Jill, ok to reduce to $3,400. Letter sent to bank on 7/27/07. Kim 11/9/07 - Per Bob check status on 6130/08. Kim 02W7 -.1- Oevekpmml Coq 1119'er al t0'.02 NA Ss.. P=P .i Pape 1 Status Report 8/16/07 plan.OR2 Qf Securities Istart Due S P Category Description 8/I6/07 8/16/07 C LC 4590046 expires 8/16/07 (renews automatically) 1� ABRA Auto Body & Glass 1 �. Planning Case 06-24 J $34,200 for Landscaping Notify Bob Generous. 7/27/07 - Per Bob/Iill, ok to reduce m $3,400. Icuer sent to bank on 7/27/07. Check status 8/16(07. Kim O2W]t Dewebpmap CA, b16'WN1:19PM s.alma P.Pd lry Papt Status Report 8/16/07 plan.OR2 Mori st 2000 enber2 T F M T W T F M T W T F B 1 1 2 3 4 1 2 _6_.7..86 ) 8 9 10 11 92 3_.4 5 6 ]_..9 _.9 13 14 15 19 14 15 16 1] 16 19 10.1112 13 14 15 16.20 21.22 20 21 22 23 24 25 26 17.18 19 20 21. 22 27 V 20 29 2] 28 29 30 31 -- 26 25 26 2] 28 29 90..._. _...... ..... _.. ..._........ _.. _.__.. V Securities [Start - .Due s P _. Catepoty -Description - -_ 8/16/07 8116/07 F LC 4580046 expires 8116/07 (renews automatically) ABRA Auto Body & Glass Planning Case 06-24 $34,200 for landscaping Notify Bob Generous. 7/27/07 - Per Bob/Jill, ok to reduce to $3.400. Letter sent to bank on 7/27107. Check status 8/16/07. Kim a 1► w (fF CRY Col1kS z`tt, `�y7s w............: Ler P L7 Kw ttJ (T- SO" N �-trP -f4v YTRtN6 EEC ......... ......... ......................... C 2W7 Lotus DweNgmml Cory ]Q]/W ai 128 Pp CITY OF CHANNSEN 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: 952227.1160 Fax: 952.227.1170 Finance Phone: 952.227,1140 Fax:952.227.1110 Park & Recreation Phone: 952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:95M7.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952,227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952,227.1125 Fax: 952.2271110 Web Site www.achanhassen.mn.us July 27, 2007 cflpo5Ac3 Mr. David Bespeste K1emBank 1550 Audubon Road Chaska, MN 55318 Re: Letter of Credit Reduction — ABRA Auto Body & Glass Planning Case No. 06-24 Dear Mr. Besposto: Please accept this letter as authorization to reduce Letter of Credit No. 580046 by $30,820 to leave a remaining balance of $3,400. Pleas ,send written acknowledgement of this reduction at your earliest coience. If you have any questions or concerns, please cor benerous@ci.chanhassen.mn.us or at 952-227-1 Sincerely, CITY OF CHANHASSEN Robert Generous Senior Planner RG:ktm c: Henry Cornelius g9plank2006 planning cases\06-24 abm\lc reduction letter 7-27-07.doc at The City of Chanhassen • A growing community with clean lakes, quality sehools, a charming downtown, thriving businesses, winding trails, and beautiful parks- A great place to live, work, and play Riley Purgatory Bluff Creek Watershed District Web Site: http//wvfw.rileypurgatorybluffcreek.org September 6, 2006 Mr. Henry Cornelius 40 Lake Drive East Chanhassen, MN 55317 Re: Permit #2006-21: ABRA Auto Body and Glass: Chanhassen Dear Mr. Cornelius: Legal Advisor: Krebsbach and Hark. Ltd. 225 South Sixth Street, Suite 4320 Minneapolis, MN 55402 612 333-7400 Fax: 612 333-6959 Engineering Advisor: Bart Engineering 4700 West 77th Street Minneapolis, MN 55435 952 832-2600 Fax: 952 832-2601 The Board of Managers of the Riley -Purgatory -Bluff Creek Watershed District has reviewed the plans and grading and land alteration permit application as submitted to the District for the construction of an ABRA Auto Body and Glass to be located at 40 Lake Drive East in Chanhassen. The Managers approve of the grading and land alteration permit subject to the following conditions: 1. All conditions as outlined in the attached General Provisions are applicable. If you have any questions regarding the conditions of the District's permit, please call us at 952-832-2600. Sincerely, Robert C. Obermeyer BARR ENGINEERING CO. Engineers for the District the Board of Managers 3AIOU-BLUFF CREEK WATERSHED DISTRICT c: Paul Haik / Lori Hank✓ ::ODMATP 756T1 Board of Managers Howard Peterson Mark Dillon Conrad Fiskness Michael Casanova Erin Ahola Permit: #2006-21 Project Name: ABRA Auto Body and Glass: Chanhassen Approval Date: September 6, 2006 General Provisions 1. All erosion control measures shown on the plans must be installed prior to commencement of grading operations and be maintained until all areas altered on the site have been restored. If silt fence is used, the bottom flap must be buried and the maximum allowable spacing between posts is 4-foot on center. All posts must be either 2" x 2" pine, hardwood, or steel fence posts. If hay bales are used, all bales must be staked in place and reinforced on the downstream side with snow fence. The silt fence must be orange in color, which will be more evident and easier to locate for removal at the completion of the project. 2. All areas altered because of construction must be restored with seed and disced mulch, sod, wood fiber blanket, or be hard surfaced within two weeks from the completion of construction or no later than December 1, 2006. 3. Upon completion of construction and restoration of areas disturbed, the permit applicant is responsible for the removal of all erosion control measures installed throughout the site. 4. Street sweeping must be undertaken and completed on an as -needed basis. 5. At the entryway onto the site, a rock filter dike being a minimum of 2 feet in height and having maximum side slopes of 4:1 must be constructed. This rock filter dike will enable construction traffic to enter the site and also provide an erosion control facility. 6. The District must be notified in writing a minimum of 48 hours prior to commencement of construction. Upon receipt of this notification, a field inspection of the project site by the District's engineer will be undertaken to ensure that all erosion control measures have been properly installed. Construction cannot commence until this field inspection has been completed. 7. Upon completion of the project, the permit applicant is required to complete and submit the middle portion of the attached permit, indicating that the project has been completed. Upon receipt of this application, a field inspection of the site by the District's engineering advisor will be undertaken to ensure that all areas have been properly restored and that all erosion control measures throughout the project site have been removed. 8. The Riley -Purgatory -Bluff Creek Watershed District (RPBCWD), its officers, employees and agents review, comment upon, and approve plans and specifications prepared by permit applicants and their consultants for the limited administrative purpose of determining whether there is reasonable assurance that the proposed project will comply with the regulations and criteria of the RPBCWD and other state and federal agencies. The determination of the RPBCWD that issuance of this permit is appropriate was made in reliance on the information provided by the applicant. ::ODMA\PCDOCS\DOCS\247567U 9. The grant of this pemmit shall not in any way relieve the permittee, its engineer, or other professional consultants of responsibility, nor shall it make the RPBCWD responsible for the technical adequacy of the engineer's or consultant's work The grant of this permit shall not relieve the permittee from complying with all conditions and requirements of the permit, which shall be retained, by the permittee with the permit. 10. The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. 11. This permit is permissive only. No liability shall be imposed upon the RPBCWD or any of its officers, agents or employees, officially or personally, on account of the granting of this permit or on account of any damage to any person or property resulting from any act or omission of the permittee or any of its agents, employees, or contractors. 12. In all cases where the doing by the permittee of anything authorized by this permit shall involve the taking, using, or damaging of any property, rights or interests of any other person or persons, or of any publicly owned lands or improvements or interests, the permittee, before proceeding therewith, shall obtain the written consent of all persons, agencies, or authorities concerned, and shall acquire all necessary property, rights and interest. 13. This permit is not transferable. The permittee shall make no changes, without written permission previously obtained from the RPBCWD, in the dimensions, capacity, or location of any items of work authorized by this permit. 14. The permittee shall grant access to the site at all reasonable times during and after construction to authorized representatives of the RPBCWD for inspection of the work authorized by this permit. 15. This permit may be terminated by the RPBCWD at any time deemed necessary in the interest of public health and welfare, or for violation of any of the provisions of this permit, unless otherwise provided in the special provisions. 16. Construction work authorized under this permit shall be completed on or before date specified above. The permittee may, in writing, request that the RPBCWD extend the time to complete the project and shall state the reason for any requested extension. 17. If dewatering is required and sump pumps are used, all pumped water must be discharged through an erosion control facility prior to leaving the construction site. Proper energy dissipation must be provided at the outlet of the pump system. ::ODMA\PCDOCS\DOCS\247567U 2 U(o-.-_;iq OSESOTS Minnesota Department of Transportation PollRECEIVED Metropolitan District Waters Edge SEP 2 0 2006 1500 West County Road B-2 Roseville NIN 55113-3174 CITY OF CHANHASSEN September 19, 2006 Mr. Robert Generous Senior Planner — City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 SUBJECT: ABRA Auto Body and Glass, Mn/DOT Review #S06-055A South of TH 5, east of Dakota Ave E. Chanhassen, Carver County Control Section: 1002 Dear Mr. Generous: Thank you for the opportunity to review the above referenced site plan that our agency received August 19, 2006. Mn/DOT Metro District staff has reviewed the proposed plan and has the following comments. Please address these comments prior to further development. Drainage: A Mn/DOT Drainage permit is required. We have received the drainage calculations and information needed for the review of the drainage permit by Mn/DOT. A site visit to the location of the proposed development is being scheduled at this time, and we hope to complete that visit within the next several weeks. We will review the drainage calculations and information and provide comments to the Mn/DOT Metro District Permits Office at that time. Please contact Byrce Fossand at (651-634-2408 ) in Mn/DOT'S Water Resources with any questions regarding this issue. Permits: Mn/DOT Metro District Permits Office has received the drainage permit application. As noted above, we expect to receive comments from the Mn/DOT Water Resources Engineering staff regarding the requested drainage permit in the next several several weeks. Any use of or work impacting Mn/DOT right of way requires a permit. Please provide one set of 11 x 17 inch plan sheets, and a large set (30 x 30 inches, for example) in connection with this drainage permit application. Permit forms are available from MnDOT's utility website at www.dot.state.nm.us/tec§Lp/utility . Please direct any questions regarding permit requirements to Buck Craig (651-582-1447) of MnDOT's Metro Permits Section. Survey comments: • At the time of the plat review for this proposed development, an "existing conditions" survey was not included in the material supplied by the developer/City of Chanhassen. We have received an existing conditions survey and asked the Mn/DOT Surveys shop to review it. SCANNED L— An equal opportunity employer They have recommended that the plat be revised by labeling the Mn/DOT right-of-way on the plat between the two "found" iron [markers]. For questions on these points, please call Bruce Wetherbee, Mn/DOT Metro West Surveys, at (763) 797-3110. Thank you again for this opportunity to review these development plans. Please address all initial future correspondence for development activity such as plats and site plans to: Development Review Coordinator Mn/DOT - Metro Division Waters Edge 1500 West County Road B-2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require three (3) complete copies of plats and two (2) copies of other review documents including site plans. Failure to provide three (3) copies of a plat and/or two (2) copies of other review documents will make a submittal incomplete and delay Mn/DOT's 30-day review and response process to development proposals. If you have the Property Id # available, please include that with the submitted materials. We appreciate your anticipated cooperation in providing the necessary number of copies, as this will prevent us from having to delay and/or return incomplete submittals. If you have any questions regarding this review please feel free to contact me at (651) 582-1378. Sincerely, n I J Mary McNeff Transportation Planner Copy: Dennis Ohnstead / Alliant Engineering Roger Gustafson / Carver County Engineer John Freemyer, Carver County Surveyor C �I <W:IF J.j. roses isva avip �m m ME 4 A408 o7v "ev 11h i! i!H xxxr " c W d F •_ al � ----------------------- Piz P 7 a a a m a 5 5 / t pp ggpg pep§§§§�3iliELEf iAYL4:L�'�L�QMb [41P - 9012 i1 IW °WWeLLAPaO\[Y[+R '/^K\L2WA\u4I\>Wlla\tl uva Gwc4 NNFn Z f l.. aacwE Hn'ressewr+:�, i•i9 i ; �r4 SSVIJONVA(10901f1VVN9V �4 <Mi C 2 a U N li=: { yQpi NW'N355bHNtlH� 1i23 ! m&x� SSVIJONd.10090-,nv �D — llii I�y irl kp g; E' 5iiiSili".f3lEEEi!E!li111910!ILUMMIUMMUBUNt ',.Ei: i `......iiiio e k� ... ...e:-i.......... i:ii.--.::-:� . Uni IEE07!I:1:EltlalliiiEJRii!if !cerc i!iiiiia!u3uii!ic I E HESISeii;!iii j_ 1 N®ivl eii.C, ='. °' € Ml i,:u::m:m:i: r i IIGGG' .......,i.:i........ _ _ _ lee �1 1 11�11. �// //N/ 1/lI IIIIII 1111 �l�R, .iii�,J1 �rI 1111 F.1J1 1111 Eid11 1111 11111 �e Irill 111iMEN MUM MOM MERRHUHM HiMiNitiNUM 1 �1! /11/1 1111 11111 In1, YLLi: 1111 ° ie!F!m:a:e:::N �!vnn-e_iH., e[iil:; ulp :5:ii:l: - Imfl!�i3iiei3iiii Eenuig _ .:::1Illlli-€i€ I:: 1 1016 Cf m - 11111 ••• 11111 UM 11111 'ieji— HIM HMMH€: 111111 pill, - 11111gnm 11111 ,::i" 11� I11111€€€i's uilll€€... r Mllitummunum€ : lut.m.,12mliMm, 7—Ti Hill 11111 '€ — :cur:::.:.::: _ .............:.:5€i i:::::::::: _ _ e i i i E.3j June 2, 2006 Mr. Bob Generous Sr. Planner City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen MN 55317 bgenerous@ci.chanhassen.mn.us Phone: 952-227-1100 RE: NEW ABRA Auto Body & Glass Facility — Chanhassen, MN Blending Car-X with the building expansion to optimize appearance Dear Bob, ABRA Auto Body and Glass — Chanhassen is planning to expand the building on the site currently occupied by Car-X, located two doors away at 60 Lake Drive East in the City of Chanhassen, Carver County, Minnesota. The subject property is located south of Hwy 5, north of Lake Drive, approximately 1/8 "mile east of intersection of Dakota Avenue and Lake Drive E. Chanhassen City Planning has asked us to design the building addition so that it complements the area and looks like it ties the overall building together in an aesthetically pleasing manner. We have visited the site and reviewed pictures of the brick and attempted to choose a complimentary block color which the elevation represents. The existing Car-X building is a brick building that was built in 1991. The exterior brick is in good condition and looks good. The Brick on the building is a mixture of two tones — light and dark. Because of the age of the brick it would be difficult if not impossible to match exterior finishes. The approach taken has been to modify the building width at the point of the new building to break up / separate the building. • The new building addition is naturally broken up by the width, and height change and the roof line where the buildings join is lowered. • On the East side we have separated the buildings with a glass entrance. • On the West side we have extended the building 21 feet and blended in an enclosed trash area. • On the North side we have provided glass architecture and design, These changes dramatically separate the building so that changes in the exterior walls of the building are not apparent. If you have any questions please contact me to discuss. Sincerely, Henry Cornelius ABRA - Chanhassen Franchisee Direct: 952-933-9669, Cell: 952-240-4475 Email: hcomelius@abraauto.com ABRA Auto Body Chanhassen - 40 Lake Drive East - PO 728, Chanhassen, MN 55317 Phone. (952) 937-3488 Fax. 952-937-5741—Email. hcomelius@abraauto.com 7634783542 MIDLAND NURSERY,INC. PAGE 02 WU midland nursery inc. 2425 Highway 55 " Hamel, MN SM40 • 763-478-6122 Fax 763.476.9642 August 16, 2006 Julius Webster D.J. Kranz Co., Inc. 725 Highway 169 North Plymouth, MN 55441-6403 Re: Abra Auto Body & Glass Chanhassen, MN LANDSCAPE PROPOSAL 4 3 Patmore Ash — 2 Y2" @ 325.00 $ 1,300.00 5 Greenspire Linden — 2'Y2" @ 325.00 975.00 3 Skyline Honeylocust — 2 %" @ 325.00 1,625.00 12 Northwood Red Maple — 2'/2" @ 325.00 975.00 11 Pink Spire Crab —1 y2" @ 190.00 2,280.00 5 Amur Flame Maple —1 W clump @ 210.00 2.2 0.00 310.00 Black Hills Spruce — 6' @ 19o.00 950.00 14 8 Dwarf Winged Euonymus — 5 gallon @ 28.00 Nearly Wild Shrub Rose — 3 gallon @ 28.00 168.00 8 Anthony Waterer Spirea — 3 gallon @ 24.00 192192.00 25 Dwarf Lilac — 3 gallon @ 28.00 .00 25 Isanti Dogwood — 5 gallon @ 28.00 0.00 70700.00 15 Scandia Juniper — 5 gallon @ 32.00 21 Mint Julep Juniper — 5 gallon @ 32,00 4,410 S.F. of Rock Mulch @ 1.00/SF 672.00 4,410.00 1,170 S.Y. of Sod @ 2.001SY 11275 55 S.Y. of Seed & Straw Mulch @ .851SY 2,340.00 1,083.75 ~470 S.F. of Modular Retaining wall @ 21.00/SF? 1,155.00 L.F. of Vinyl Edging @ 3.00/1-F 1.410 00 $24,117.75 Note: Topsoil not included. HMF6192 MIDLAND NURSERY, INC. Harvey M. Foss President 14:14 7634789542 MIDLAND NURSERY,INC. PAGE 03 midland nursery inc. 2425 Highway 55 • Hamel, MN 55340 - 763-4713-6122 Fax 763.478.8342 August 16, 2006 Julius Webster D.J. Kranz Co., Inc. 725 Highway 169 North Plymouth, MN 55441-6403 Re: Abra Auto Body & Glass Chanhassen, MN LAWN SPRINKLER PROPOSAL Parts Description Hunter Series SRC - 9 Controller Hunter Series PGV —100G Automatic Valves Hunter Series M-473 Quick Coupler Hunter Series PGP Gear Driven Rotors Hunter Series P.S. Fixed Sprays 4" Pop-up Febco 825Y —1 '/z" Reduced Pressure Backflow Device Paige 18# Multi Strand Control Wire 3M DBY Wire Connectors Kwick Seal Saddles Carson Valve Boxes Eagle Class 160 PSI PVC 1 %" Excel Class 80 PSI Poly 1 ''/." Excel Class 80 PSI Poly 1" Mini Click Rain Sensor Miscellaneous clamps, fittings, etc. Complete labor and materials Notes: 1.) All sleeves before blacktop, concrete, etc. 2.) Power to controller by others. 3.) Inside plumbing not included. 4.) Contractor responsible for any damaged sleeves. 5.) System requires 42 gpm @ 60 psi. Quantity 8 1 17 55 1 725' 32 54 9 800' 450' 1,500' 1 As Required $6,991.00 MIDLAND NURSERY, INC. Ryan N. Foss RNF6113 Estimator GRADING AND EROSION CONTROL QPADM NOTES I. ALL PAWINEMS s1W1 91iE A V IArI PR D Al MMN L M 2n 9. MLT549LE PM014 Y.YE NOT ro QLIIo 2= IN Mtt OREEIW. S ML C M WTTER AT /L[ES59F PMN. SPACES N Y OE%ESSfO MIH 5' TWEP. .. M CdlrCipl 51WL H 1ME AOY6M ANVMn IREE r OCBR6 M4 PPfVDII M rE-WE Ifl.1OMG w SOL IN IW'ImVY2 MM THE IEpIM1mET5 r 1, E CRY/NUMIY. 'l To-. S MOIEY C(WIFA $GlC rf Wl b KY6 PMCN 10 n/A1 OE CG6iMICid. e. uL RSTm1ELMs ro carat «M oTr WrsTRNnaI z*worms sPEwuTUE umR EGIEN. T. nAruE9 vorJE ELns s.nL r moan M ML wmRucmx Access runs. n WRRILIaI ro WAN V THE IWL pMWGE L4P4R W 91E AT ,LL 1RS2 9. MRPMIOR TO SEFO ML NMN ai tm wFAS s IOOIE M n w/ YP D rmJT TEEFORIR! SEEDY , 10. AFKYm TO WET BEMaYMR 6LVATgM r1gT TO M,T N,Cr6TRUCIW 11. REIEN ro ccaEalYUL REPaiT AT5 PROEn YVSVL. ITR s9L CORIECIEN PFn11RFNIf15 ND IFSItlO REWIFEIENIl 12 Sllm 1CPSOl R4V TO AM' Ca61R11ClEYl ROSE $RlOalf W m 13. IR[R ro zR OE5 CRIETM SE MN IN P CT IMINLIM. F. MaIIaNL ROUFOgIS IA. qNR TO WM Ca61RCISN. TIE CWTWLIOR SH LL R R9`r®lE ro W12 saE TNT M1 IEg1pFD PUMS MD IPROMS HLLf SEEN a6TMED. HO Ca6T11UCTmR al fbMfAICN LWL MEM LN L THE CEMRM IM$ RECa.EO MIR 1HOPoI4OLY RVEL'FD ML FlM6 w0 OTHER MUNENIS /iOICM4T m ML Cf TE PfINfIPE NIIMWI6. 15. REEER TO mw A Fat ER09a1 WN ROL ME GRACING LE(09> r1R rao Mo wTnu — 91A— — EPSIWO CONIaXI _�_ PM1YOSFD LVNRWR ME 16f ROr EtEMMIR x B5J.36 �RM SPOT [LEYAIIXI ls- pyi1YGE IAImI15 �—<- PMp03n SRMOI SE'AEN 1) cx l Slat SE11FA dLVYLE OTra M LOIOYIE 5u I5P a cNE nnE ur TOE RN Cf MML fPlpl YWl FIOtl:EHLY 01fl6ILM NPA IET:F) prm �•�� SET IFRIT r w w w Be" N FM NORM gk;k AUTO BODY 6 GLASS ALLIANT ENGINEERING 'V^/ V! Q J 06 r M O m 0 Z) Q m Q PROJECT LM TON: SHEET NUN9ER / TITLE C-2 GUIDING AMO EROSION CONTROL O_ ! I W: g t2; cww- � t �A Y 5 'liy lip' # I4sF! 3��A�Fr igSei! tl NW'H3YS/IBMKI 1�0/ ssvio'8 kooa oinv7iev I i _II i s4F_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J i (91 Sid '61 Ay p.payvL2WAV>�.N wp\LA]SV\vAI\fuq�v\d W . �ge�eielf5f5 IL ssvio Fkaoe olnv vaav -------------- ---- I I d bEl.l - 90R Y; RM IYVe+iL2mil\�l�M vaML20N.P^�VI\aW11gV '�'�w �>9 ssviov AwsSvA» ] � z---------------------% , 2 § NO.5 HIGH`NAY STAGE wyyyrsa+a.m L L U U L 1 L L L L A. 1. L L L 1. 1. R. 1, 1. I�N ... 1. L 1. M. % , r- 1. 1. 1 C114 L L 4 L L L o wS dvrt Gtf 1. • •i4,e.6•u1� 4YllNtl 4 1. L L U L L \gyp L L L L L L L L L 1. 1. 1. L % A. L 1, L L L L L L L L L L L ^LO\'Jo L L 1. L LO4!'Q L L L L 4 L L 4 L \. 1. L \. o^ a l . �W LAKE DRIVE EAST U'WWZ li iR¢Wm NW'N3SSVHNbH� 1°I! 1 C -" ei:= o'g SStlIJONtlA40901f1tld2l9V <=s�_ t!�r id] III 11l�i�l6� Fib 7 ZY O 06/20/2006 15:42 9528847674 NORSK PAGE 01 q5a-- as-7-)110 June 20, 2006 Mr. Robert Generous City of Chanhassen P. O. Box 147 Chanhassen, MN 55317 Fax:952-227-1110 Re: Planning Case 406-24 Abra Auto Body & Glass Dear Mr. Generous: I hereby grant permission for Henry Cornelius to proceed through the City's public hearing process for site plan review and conditional use permit approval for a 14,430 square foot expansion to the building located on Lot 1, Block 1, Chan Haven Plaza P Addition, Chanhassen, MN (60 Lake Drive East) for an Abra Auto Body & Glass business. Mr. Brian Cook Cook Properties -Chanhassen, LLC s640 Lyndale Ave So Bloomington, MN 55420 Phone:952-994-2946 COPY 6F Rte-e-RosE SALE AND PURCHASE AGREEMENT THIS AGREEMENT is made as of April , 2006 (the "Effective Date"), between COOK PROPERTIES-CHANHASSEN, LLC, a Minnesota limited liability company ("Cook"); NORSK ENTERPRISES, INC., a Minnesota corporation ("Norsk"); and HENRY CORNELIUS ("Buyer"). Collectively, Cook and Norsk are referred to herein as "Seller". In consideration of the mutual promises made in this Agreement, Seller and Buyer agree as follows: 1.) Sale of Property. Seller shall sell to Buyer, and Buyer shall buy from Seller, the following property (collectively, the "Property"): (a) Real Property. The real property located in Carver County, Minnesota, legally described on Exhibit 1 a attached hereto (the "Land"), having a street address of 60 Lake Drive East, Chanhassen (the "City"), together with (i) all buildings, structures and other improvements constructed or located on the Land, if any (the "Improvements") and (ii) any easements appurtenant to the land (collectively the "Real Property"); (b) Personal Property. None; (c) Permits. Seller's interest in any freely transferable approvals, permits and licenses benefiting solely the Real Property (the "Permits"} (d) Warranties. Seller's interests in any freely transferable warranties benefiting the Real Property regarding the acquisition, use, operation, management, or maintenance of the Real Property (the "Warranties"); (e) Customer List. A digital copy of Norsk's customer list pertaining to Norsk's business on the Real Property (the "Customer List'); and (f) Noncompete. A nncompete agreement pursuant to which Norsk and its shareholders agree not to own or operate a Competing Business within a radius of three (3) miles from the Property or within the boundaries of Chanhassen, Minnesota (as said boundaries are established on the Effective Date) for a period of five (5) years after the Closing Date (as defined in Section 6, below) (the "Noncompete"). As used above, "Competing Business" means an auto body repair business that provides the same services as a typical "ABRA Auto Body" business as of the Effective Date. Notwithstanding the foregoing, in the event that Norsk's business located at 8108 Eden Road, Eden Prairie, Minnesota is within three (3) miles of the Property, the Noncompete shall not prohibit or otherwise affect the right of Norsk and/or any of its shareholders to operate a Competing Business at said Eden Prairie location. 2.) Purchase Price and Manner of Payment. The total purchase price ("Purchase Price") to be paid by Buyer to Seller for the Property shall beNine Hundred Thousand and no/100 Dollars ($900,000.00) and shall be payable as follows: (a) Twenty-five Thousand and no/100 Dollars ($25,000.00) as earnest money (the "Earnest Money"), which Earnest Money shall be held by First American Title Insurance Company (the "Escrow Agent") in accordance with an Escrow Agreement among Seller, Buyer, and the Escrow Agent in the form attached hereto as Exhibit 2(a); and (b) The balance to be paid at Closing (as defined in Section 6 hereof) by wire transfer of U.S. Federal Funds to be received in the trust account of the Escrow Agent on or before the time of the Closing. 3.) Conditions. The obligations of Buyer under this Agreement are conditioned upon satisfaction or waiver by Buyer of each of the following by the respective dates indicated: (a) Representations and Warranties. The representations and warranties of Seller contained in this Agreement will be true in all material respects now and on the Closing Date as if made on the Closing Date, and Seller shall have delivered to Buyer at Closing (as defined in Section 4 hereof) a certificate dated the Closing Date, signed by an authorized representative of Seller, certifying that such representations and warranties are true in all material respects as of the Closing Date (the "Bring -down Certificate"). (b) Performance of Seller's Obligations. Seller shall have performed all of the material obligations required to be performed by Seller under this Agreement. (c) Inspections and Testing. Buyer shall have determined, within ninety (90) days after the Effective Date (the "Contingency Date"), that it is satisfied with the results of and matters disclosed by soil tests, engineering inspections, hazardous waste and environmental reviews, code and other legal compliance analyses and other tests and inspections and evaluations of the Property, any or all of which shall be obtained at Buyer's sole cost and expense. (d) City Approvals. On or before the Contingency Date, Buyer shall have obtained all City approvals (other than building permits) necessary in order to use the Property as an auto body repair facility (`Buyer's Intended Use") and to make certain additional improvements to the Property. (e) Franchisor Approval. On or before the Contingency Date, Buyer shall have received approval from ABRA's corporate franchisor to locate an ABRA auto body repair facility on the property. Buyer shall use its best efforts to satisfy the contingency described in Sections 3(c), (d), and (e) prior to the Contingency Date. If Buyer has exercised such best efforts and any condition set forth in this Section 3 has not been satisfied or waived by Buyer before its respective date, then Buyer may terminate this Agreement at any time on or before such date by notice to Seller and to the Escrow Agent. Upon receipt of such notice from Buyer and written confirmation from 2. Seller, which Seller shall not unreasonably withhold, the Escrow Agent shall promptly return the Earnest Money to Buyer in accordance with the provisions of the Escrow Agreement. Upon such return, neither Seller nor Buyer shall have any finther rights or obligations under this Agreement, except for the covenants made in Section 5(a) hereof, which shall survive termination of this Agreement, whether such termination is effected by Seller or Buyer (the "Surviving Covenants"); however, Seller shall have no obligation to return the Earnest Money until (i) Buyer executes and delivers a purchase agreement cancellation instrument evidencing the termination of this Agreement and certifying that Buyer has paid any and al amounts required to be paid in connection with any and all Tests (as defined in Section 5), if the failure to pay the same may subject Seller or the Property to any liability or liens, and Buyer provides Seller with lien waivers for the same; (ii) Buyer has delivered to Seller true and complete copies of all reports and other written materials pertaining to its Tests; and (iii) Buyer restores the Property to the condition it was in prior to performing any such Tests. Seller and Buyer specifically state and acknowledge that Buyer shall have the unilateral right to waive any condition benefiting Buyer by notice to Seller. If no such termination notice is timely delivered to Seller, the foregoing contingencies shall be deemed satisfied and waived by Buyer. 4.) Title Matters. Title examination shall be conducted as follows: (a) Title Commitment. Seller shall, within fifteen (15) days after the date of this Agreement (subject to delays beyond Seller's control), furnish the following to Buyer: (1) Title Insurance Commitment. A commitment ("Title Commitment") for an ALTA Owner's Policy of Title Insurance committing to insure title to the Real Property in Buyer, subject only to the Permitted Encumbmnces (as defined in Section 4(c), below), in the amount of the Purchase Price and issued by First American Title Insurance Company (the "Tide Insurer") with a current effective date. The Title Commitment shall include copies of all matters described in Schedule B thereof that will remain encumbrances after the Closing; and (2) Existing Survey. A copy of the most current survey of the Property in Seller's possession, if any. (b) Surve M. Buyer shall have the right, at Buyer's cost and expense, to cause the Real Property to be surveyed by a registered land surveyor properly licersed to practice in the state where the Real Property is located in accordance with ALTA guidelines and such other requirements as desired by Buyer (the "Survey'. Collectively, the Title Commitment and the Survey are sometimes referred to in this Agreement as the "Title Evidence." Buyer shall promptly deliver copies of the Survey (and any revisions thereof) to Seller and Seller's counsel. (c) Buyer's Objections. Within the earlier of (i) ten (10) days after receiving the last item of the Title Evidence, or (ii) forty-five (45) days after the Effective Date, Buyer shall notify Seller of any objections ("Objections") to any encumbrances disclosed by the Title Evidence that will cause title to be unmarketable or have a material adverse effect on Buyer's use of the Property for Buyer's Intended Use; however, Buyer shall not object to 3. any matters listed as "Permitted Encumbrances" on Exhibit 4(c) hereto (the "Permitted Encumbrances"). Buyer's failure to make Objections within such time period will constitute a waiver of Buyer's right to make Objections. Any matter disclosed by the Title Evidence and not objected to by Buyer shall also be a Permitted Encumbrance hereunder. Seller will have sixty (60) days after receipt of the Objections (the "Cure Period") to use good faith efforts to cure the Objections, during which the Closing will be postponed as necessary; provided, however, Seller shall have no obligation to attempt to cure any matters listed as "Known Encumbrances" on Exhibit 4(c) hereto. Seller shall be under no obligation to incur costs or expenses in excess of $5,000.00 in the aggregate to cure any Objections. If the Objections are not cured or insured over by the Title Insurer within the Cure Period, Buyer will have the option to do either of the following by notice to Seller and to the Escrow Agent: (1) Terminate this Agreement within three (3) days after the expiration of the Cure Period. Upon receipt of such notice from Buyer, the Escrow Agent shall promptly return the refundable portion of the Earnest Money, if any, to Buyer in accordance with the provisions of the Escrow Agreement. Upon such return, neither Seller nor Buyer shall have any further rights or obligations under this Agreement, except for the Surviving Covenants; or (2) Waive the Objections and close the transaction contemplated by this Agreement as if such Objections had not been made, in which case the Objections shall be additional Permitted Encumbrances. 5.) Additional Covenants. Buyer and Seller covenant and agree as follows: (a) Upon not less than two (2) business days' prior written notice, Seller shall allow Buyer and Buyer's agents access to the Real Property without charge and at all reasonable times for the purpose of investigation and testing. Buyer shall pay all costs and expenses of all investigation, examination, surveying, testing and inspection of the Property performed by or on behalf of Buyer, Buyer's agents, attorneys, representatives, heirs, assigns, employees and/or contractors (hereinafter collectively referred to as the "Tests'). Buyer shall not interfere with the use or enjoyment of the Property by any occupant thereof. Buyer shall not allow any lien to be placed against the Property in connection with any of Buyer's Tests. Buyer shall frilly repair and restore any damage to the Property caused by, arising out of, or occurring during or in connection with the performance of the Tests, and Buyer shall return the Property to substantially the same condition as existed prior to the Tests and/or any other entry onto the Property, as determined in the reasonable judgment of Seller. Buyer hereby agrees, at its sole cost and expense, to unconditionally indemnify, defend and hold Seller harmless against any loss, liability, damage, expenses, claims, penalties, fines, injunctions, suits, proceedings, disbursements or expenses (including, without limitation, attorneys' fees and disbursements and court costs) (collectively, the "Liabilities") caused by, arising out of or occurring as a result of Buyer's entry onto the Property and/or conducting or performing any of the Tests, which obligation of Buyer shall survive the termination of this Agreement. 4. (b) Within ten (10) days after the Effective Date, Seller shall deliver to Buyer copies of all surveys and environmental reports relating to the Property, if and to the extent in Seller's possession, as well as a copy of the current real estate tax statement for the Property. Seller makes no representations or warranties regarding the accuracy of any such documents or materials. (c) During the period from the Effective Date to the Closing or termination of this Agreement, Seller shall not execute any leases, easements or other agreements relating to the Property that are not terminable on or before the Closing Date. (d) On or before the Closing Date, Seller shall remove Seller's personal property, trade fixtures and equipment from the Property, including, but not limited to, Seller's inventory and hoists. Seller shall have the right, but not the obligation, to remove signage and fixtures for signage. 6.) Closing. The closing of the purchase and sale contemplated by this Agreement (the "Closing") shall occur on August 4, 2006 (the "Closing Date"). The Closing shall take place at 10:00 am. local time at the office of the Seller's counsel or at such other place as may be acceptable to Seller and Buyer. Seller shall deliver possession of the Property to Buyer on the Possession Date (as hereinafter defined), subject to any applicable Permitted Encumbrances. As used herein, the "Possession Date" shall mean the date that is two (2) weeks after the actual Closing Date. (a) Seller's Closing Documents. On the Closing Date, Seller shall execute and/or deliver to Buyer the following (collectively, the "Seller's Closing Documents'): (1) Deed. A Limited Warranty Deed from Cook, in the customary form, conveying title to the Real Property to Buyer, and subject to the Permitted Encumbrances; (2) Bring -down Certificate. The Bring -down Certificate; (3) Seller's Affidavit. An Affidavit by Cook indicating that on the Closing Date there are no outstanding, unsatisfied judgments, tax liens, or bankruptcies against or involving Seller or the Real Property; that there has been no skill, labor, or material furnished to the Real Property by Cook for which payment has not been made and for which mechanics' liens could be filed; and that Cook has no knowledge of any unrecorded interests in the Real Property; (4) Original Documents. Original copies of the Permits and the Warranties, if any, and if in Seller's possession; (5) FIRPTA Affidavit A nonforeign affidavit from Cook, properly executed and in recordable form, containing such information as is required by IRC Section 1445(b)(2) and its regulations; 5. (6) Lease Termination. Evidence that the lease of the Real Property by and between Cook and Norsk has been terminated by not later than the Possession Date (the "Lease Termination"); (7) Customer List. A digital copy of the Customer List from Norsk; and (8) Noncompete. The Noncompete (as defined in Section 1, above). (b) Buyer's Closing Documents. On the Closing Date, Buyer will execute and/or deliver to Seller the following (collectively, "Buyer's Closing Documents"): (1) Purchase Price. The cash payment toward the Purchase Price to be paid as required by Section 2(b) hereof, (2) Title Documents. Such affidavits of Buyer or other documents as may be reasonably required by the Title Insurer in order to record the applicable Seller's Closing Documents. 7.) Proration. Seller and Buyer shall make the following proration and allocations of taxes, assessments, rents, costs, and other expenses at Closing: (a) Title Insurance and Closing Fee. Cook shall pay the costs of the Title Commitment. Cook and Buyer will each pay one-half of any reasonable and customary closing fee or charge imposed by the Title Insurer or its designated closing agent. Buyer shall pay the title insurance premium. (b) Deed Tax. Cook shall pay all state deed tax due on the deed to be delivered by Seller under this Agreement. (c) Real Estate Taxes and Special Assessments. Seller shall pay all general real estate taxes ("Taxes") payable in the calendar year prior to the Closing and all prior years. Seller and Buyer shall prorate the Taxes and installments of special assessments ("Assessments") due and payable in the calendar year of the Closing as of the Closing Date based upon the calendar year. Seller shall pay, on or before the Closing Date, the balance of all Assessments levied against the Real Property as of the Effective Date. Seller shall be responsible for payment of any deferred Taxes or deferred Assessments, such as "green acres" taxes. Buyer shall assume as of the Closing Date any other Assessments levied, pending or constituting a lien against the Property as of the Closing Date. If the amount of such Taxes cannot be determined on the Closing Date, Seller shall deposit with the Title Insurer, from the Purchase Price, an amount equal to its share of the most current estimate of such Taxes, assuming for estimating purposes that the Real Property will be fully assessed. The Title Insurer shall hold such deposit in escrow and shall pay all interest earnings on such deposit to Seller. The Title Insurer shall retain such deposit to pay Seller's share of the actual Taxes payable in the calendar year of the Closing. When the amount of such Taxes is determined and announced by the appropriate public authorities, the Title Insurer shall promptly pay Seller's prorated share thereof to Buyer and shall pay any excess of such deposit over to Seller. If the escrowed funds are insufficient to pay Seller's prorated share, Seller shall promptly pay any deficiency to Buyer. (d) Recording Costs. Cook will pay the cost of recording all documents necessary to place record title in Cook in the condition required by this Agreement. Buyer will pay the cost of recording all other documents. (e) Utilities and Other Costs. Seller and Buyer shall prorate all utilities serving the Property as of the Closing Date, and shall notify all utilities serving the Property of the change in ownership, directing future billings to Buyer. Seller and Buyer shall prorate all other operating costs of the Property as of the Closing Date. M Attorneys' Fees. Each of Seller and Buyer shall pay its own attorneys' fees, except that a party defaulting under this Agreement or any of its respective Closing Documents shall pay the reasonable attorneys' fees and court costs incurred by the nondefaulting party to enforce its rights regarding such default 8.) Representations. Warranties and Indemnity by Seller. Seller represents and warrants to Buyer as follows: (a) Organization; Authority. Both Seller entities are duly organized, in good standing under the laws of the State of Minnesota, duly qualified to transact business in the State of Minnesota, and have the requisite power and authority to execute and perform this Agreement and those Seller's Closing Documents to be signed by each of them; such documents have been duly authorized by all necessary action on the part of Seller and at the Closing shall have been duly executed and delivered; such execution, delivery, and performance by Seller of such documents do not conflict with or result in a violation of Seller's organizational documents, any judgment, order, or decree of any court or arbiter to which either Seller is a party. (b) Environmental Laws. Except as may otherwise be set forth or referred to in Exhibit 8(b), to the best of Seller's knowledge: (i) no toxic or hazardous substances or wastes, pollutants or contaminants (including, without limitation, asbestos, urea formaldehyde, the group or organic compounds known as polychlorinated biphenyls, petroleum products including gasoline, fuel oil, crude oil and various constituents of such products, have been generated, treated, stored, released or disposed of, or otherwise placed, deposited in or located on the Real Property in violation of applicable laws; and (ii) no above ground or underground tanks are located in or about the Real Property or have been located under, in or about the Real Property and have subsequently been removed or filled. (c) Wells and Septic. Seller knows of no wells on the Real Property or of any "individual sewage treatment system" within the meaning of Minn. Stat. Section 115.55 on or serving the Real Property. Sewage generated at the Property goes to a facility permitted by the Minnesota Pollution Control Agency. 7. (d) FIRPTA. Seller is not a "foreign person," "foreign partnership," "foreign trust" or "foreign estate," as those terms are defined in Section 1445 of the Internal Revenue Code. (c) Proceedings. Seller has not received any notice of, nor is Seller aware of, any action, litigation, investigation, condemnation, violation, or proceeding of any kind by or from any person or entity or by or from any federal, state, or local government entity against Seller or related to any portion of the Property. Notwithstanding the foregoing, the representations and warranties made above shall be deemed to have been made only by Cook to the extent they relate to Cook or the Real Property and shall be deemed to have been made only by Norsk to the extent they pertain to Norsk. As used in this Agreement, "to the best of Seller's knowledge" and similar statements shall mean and be limited to the actual knowledge and conscious awareness of Brian Cook, in his capacity as Chief Manager of Cook and Secretary/Treasurer of Norsk, without investigation or inquiry. The representations and warranties set forth in this Section 8 shall not merge with the deed but shall survive and be enforceable after the Closing for a period of six (6) months thereafter. Any claim or cause of action must be filed before the expiration of said six (6) month period or shall be barred. Subject to the foregoing limitation, Seller shall indemnify Buyer for actual, direct damages incurred by Buyer caused by a breach by Seller of any of the representations or warranties set forth in this Section 8. 9.) Representations. Warranties and Indemnity by Buyer. Buyer represents and warrants to Seller that if Buyer is a business entity, Buyer is duly organized and in good standing under the laws of the State of Minnesota; that Buyer is duly qualified to transact business in the State of Minnesota; that Buyer has the power and authority to execute this Agreement and any Buyer's Closing Documents signed by it; that all such documents have been duly authorized by all necessary action on the part of Buyer and at the Closing shall have been duly executed and delivered; and that the execution, delivery, and performance by Buyer of such documents do not conflict with or violate Buyer's organizational documents. Buyer further represents and warrants to Seller that the execution, delivery and performance by Buyer of such documents do not conflict with or violate any judgment, order or decree of any court or arbiter or any agreement by which Buyer is bound. Buyer will indemnify Seller and its successors and assigns against, and will hold Seller and its successors and assigns harmless from, any expenses or damages, including reasonable attorneys' fees, that Seller incurs because of the breach of any of the above representations and warranties, whether such breach is discovered before or after Closing. 10.) Condemnation If, prior to the Closing Date, any governmental entity commences any eminent domain proceedings ("Proceedings') against all or any part of the Property, Seller shall immediately give notice to Buyer of such fact, and, at Buyer's option (to be exercised by notice to Seller and the Escrow Agent within ten (10) days after Seller's notice), this Agreement shall terminate, in which event the Escrow Agent shall return the Earnest Money to Buyer in accordance with the provisions of the Escrow Agreement. Upon such return, neither Seller nor Buyer shall have any further rights or obligations under this Agreement, except for the Surviving Covenants. If Buyer does not give such notice within said ten (10) days, then there shall be no reduction in the Purchase Price, and Seller shall assign to Buyer at the Closing all of Seller's right, title, and interest in and to any award made or to be made in the Proceedings. Prior to the 7 Closing Date, Seller shall not designate counsel, appear in, or otherwise act with respect to the Proceedings without notifying Buyer. 11.) Damage. If, prior to the Closing Date, all or any part of the Property is substantially damaged by fire or other casualty, Buyer shall have the right and option to terminate this Agreement (to be exercised by notice to Seller and the Escrow Agent within ten (10) days after Buyer is notified of or becomes aware of the damage) in which case this Agreement shall terminate and the Escrow Agent shall return the Earnest Money to Buyer in accordance with the provisions of the Escrow Agreement. Upon such return neither Seller nor Buyer shall have any further rights or obligations under this Agreement, except for the Surviving Covenants. If Buyer does not elect to terminate this Agreement within said ten (10) days despite such damage, or if the Property is damaged but not substantially, then there shall be no reduction in the Purchase Price, and Seller shall assign to Buyer at the Closing all of Seller's right, title, and interest in and to the proceeds of all insurance related to such damage, to the extent not applied by Seller toward restoration and repair. For purposes of this Section 11, the words "substantially damaged" mean damage that would cost (as so determined) $50,000.00 or more to repair. 12.) Broker's Commission. Seller and Buyer represent and warrant to each other that they have not employed, used the services of or otherwise dealt with any brokers, finders or the like in connection with this transaction. Each shall indemnify the other and hold the other harmless against all claims, damages, costs, or expenses of or for any fees or commissions resulting from their actions or agreements regarding the execution or performance of this Agreement, and shall pay all costs of defending any legal action brought against the other party to recover any such fees or commissions, including reasonable attomeys' fees. 13.) Assignment Buyer may not assign this Agreement without the prior written consent of Seller, which consent shall not be unreasonably withheld or delayed. Any attempted assignment without Seller's prior written consent shall be void, at Seller's option. No assignment by Buyer shall release or relieve Buyer from any obligations or liabilities under this Agreement. Buyer shall immediately notify Seller of any assignment or purported assignm(nrt and shall include with such notice a true and complete copy of the assignment document. Notwithstanding anything in this Section or Agreement to the contrary, Seller shall not withhold its consent to Buyer assigning this Agreement at the Closing to an entity controlled by original Buyer, where "control" means a greater than fifty percent (50%) equity and voting interest and Buyer provides to Seller reasonable evidence of control. 14.) Survival. Except as otherwise expressly set forth herein, the terms of this Agreement will survive and be enforceable after the Closing for a period of six (6) months thereafter. The Surviving Covenants (as defined in Section 3) are not subject to the foregoing limitation. 15.) Notices. Any notice required or permitted to be given hereunder will be properly given in accordance with this Agreement, if it is mailed, by United States certified mail, return receipt requested, postage prepaid; or if deposited cost paid with a nationally recognized, reputable overnight courier, properly addressed as follows: a If to Buyer: Henry Cornelius Henry Cornelius and Associates 6322 Timber Trail Edina, Minnesota 55439 With a copy to: Jerome J. Simons, Esq. Messerli & Kramer PA 1800 Fifth Street Tower 150 South 5th Street Minneapolis, Minnesota 55402 Telephone: (612) 672 3726 Facsimile: (612) 672-3777 If to Seller: Cook Properties/Norsk Enterprises 8640 Lyndale Avenue South Bloomington, Minnesota 55420 Attention: Brian Cook With a copy to: Larkin Hoffman Daly & Lindgren Ltd. 1500 Wells Fargo Plaza 7900 Xerxes Avenue South Minneapolis, Minnesota 55431 Attention: Gary A. Renneke Notice shall be effective, and the time for response to any notice by the other party shall commence to run, one (1) business day after any such deposit. Either Seller or Buyer may change its address for the service of notice by giving notice of such change to the other party, in any manner above specified, ten (10) days prior to the effective date of such change. 16.) Captions. The Section and paragraph headings or captions appearing in this Agreement are for convenience only, are not a part of this Agreement, and are not to be considered in interpreting this Agreement. 17.) Entire Agreement, Modification. This written Agreement constitutes the complete agreement between Seller and Buyer and supersedes any prior oral or written agreements between them regarding the Property. There are no verbal agreements that change this Agreement, and no amendment of any of its terms will be effective unless in writing and executed by both Seller and Buyer. 18.) Binding Effect This Agreement binds and benefits the Seller and Buyer and their respective successors and permitted assigns. 19.) Controlling Law. This Agreement has been made under, and will be interpreted and controlled by, the laws of the State of Minnesota. 20.) Remedies. Time is of the essence of this Agreement. If Buyer defaults in performance of its obligations under this Agreement, Seller shall have the right to terminate this 10. Agreement in the manner provided by Minn. Stat. Sec. 559.21 and to obtain the Earnest Money as liquidated damages. If Seller defaults in performance of its obligations under this Agreement and continues in default after thirty (30) days' notice from Buyer, Buyer may terminate this Agreement and obtain a refund of the Earnest Money or seek specific performance of this Agreement, as Buyer's sole and exclusive remedies. Any other provision herein to the contrary notwithstanding, Seller shall have the right to any and all rights and remedies available under this Agreement, at law and/or in equity with respect to Buyer's performance of the Surviving Covenants and with respect to any Liabilities. 21.) Buyer's Due Diligence. Buyer acknowledges that Buyer has had and/or will have the opportunity to inspect, inquire about, investigate and examine the Property and matters regarding the Property and that Buyer has or will obtain and/or perform, at Buyer's sole cost and expense, all such inspections, assessments, inquiries, investigations, examinations, studies, tests and reports that Buyer deems appropriate or otherwise desires (collectively referred to herein as "Due Diligence'). Seller and Buyer agree that Buyer will accept possession of the Property in its AS -IS condition, WITH ALL FAULTS. Except for the warranties and representations explicitly set forth in this Agreement or Seller's Closing Documents, such sale shall be without any other representation or warranty of any kind, express or implied, and Seller, for Seller, Seller's agents, attorneys, representatives, successors and assigns does hereby disclaim and renounce any other representation or warranty. 22.) Exhibits. All Exhibits referred to in and attached to this Agreement are incorporated in and made a part of this Agreement. 23.) Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed to be an original and together which shall constitute one and the same Agreement. 24.) Review by Counsel. Buyer and Seller acknowledge that they have each been represented by counsel and that their respective counsel have reviewed and approved this Agreement, and the parties hereby agree that the rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this Agreement. 25.) Effect of Submission. The submission by Buyer to Seller or Seller to Buyer of this Agreement in an unsigned form shall be deemed to be a submission solely for consideration and not for acceptance and execution. Such submission shall have no binding force or effect, and shall not confer any rights or impose any obligations, irrespective of any reliance thereon, change of position or partial performance. The submission by Seller or Buyer of this Agreement for execution shall similarly have no binding force or effect unless and until both parties shall have executed this Agreement and a counterpart hereof shall have been delivered to the other party hereto. 26.) 1031 Exchange. Seller and Buyer agree to cooperate with each other in effecting for the benefit of either party a delayed like -kind exchange of real property pursuant to Section 1031 of the United States Internal Revenue Code and similar provisions of applicable state law; provided that (i) neither party shall be allowed to delay the closing hereunder and III (ii) neither party shall be obligated to execute any note, contract, deed or other document not otherwise expressly provided for in this Agreement providing for any personal liability, nor shall either party be obligated to take title to any property other than the Property as otherwise contemplated in this Agreement or incur additional expense for the benefit of the other party. Each party shall indemnify and hold the other harmless against any liability which arises or is claimed to have arisen on account of any exchange proceeding that is initiated on behalf of the indemnifying party. 27.) Allocation of Purchase Price. Seller and Buyer shall use the following allocation of the Purchase Price among the following kinds of the Property in reporting and accounting for the sale and purchase of the Property: Date: Date: (a) For the Real Property, the amount of $750,000.00, payable to Cook; (b) For the Lease Termination, the Customer List and the Noncompete, the amount of $150,000.00, payable to Norsk; and (c) For the Permits and Warranties, if any, no part of the Purchase Price is being allocated. Seller and Buyer have executed this Agreement as of the date set forth on page 1 hereof. SELLER: COOK PROPERTIES-CHANHASSEN, LLC 2006 By: Its: NORSK ENTERPRISES, INC. 2006 By: Date: 12006 1067427.1 Its: BUYER: Henry Cornelius 12. EXHIBIT 1(a) to SALE AND PURCHASE AGREEMENT between COOK PROPERTIES-CHANHASSEN, LLC and NORSK ENTERPRISES, INC, SELLER and HENRY CORNELIUS, BUYER Legal description of Land: Lot 1, Block 1 Chan haven Plaza 3rd Addition, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. Together with the benefits of an easement for roadway purposes created within that certain Declaration of Roadway Easement dated July 8, 1993, recorded November 4, 1993, as Document No. 157558. EXHIBIT 2(a) to SALE AND PURCHASE AGREEMENT between COOK PROPERTIES-CHANHASSEN, LLC and NORSK ENTERPRISES, INC., SELLER and HENRY CORNELIUS, BUYER Form of Escrow Agreement: ESCROW AGREEMENT 1.) The undersigned, as parties to the purchase and sale of the real estate in the Sale and Purchase Agreement, attached hereto, have this day deposited with First American Title Insurance Company ("Title") as escrow agent, Twenty-five Thousand and no/100 Dollars ($25,000.00) earnest money called for in said Agreement and an escrow fee of -0-, payable to Title. All of said earnest money shall be held in an FDIC insured interest bearing account with interest accruing to the benefit of Buyer, unless Seller receives the earnest money as a result of the cancellation of the Sale and Purchase Agreement, in which event the interest shall also be disbursed to the Seller. 2.) Upon notification by both parties in writing that the transaction has closed, Title will pay said earnest money over to Seller. If the Sale and Purchase Agreement is cancelled or the transaction has otherwise been terminated and will not close, Title will distribute the earnest money to Buyer and/or Seller as required by the terms and provisions of the Sale and Purchase Agreement. Upon cancellation of the Sale and Purchase Agreement as a result of the uncured default of Buyer, Title will pay the earnest money and interest thereon to Seller. 3.) The sole duties of Title shall be those described herein, and Title shall be under no obligation to determine whether the other parties hereto are complying with any requirements of law or the terms and conditions of any other agreements among said parties. Title may conclusively rely upon and shall be protected in acting upon any notice, consent, order or other document believed by it to be genuine and to have been signed or presented by the proper party or parties, consistent with reasonable due diligence on Title's part. Title may consult the advice of counsel with respect to any issue concerning the interpretation of its duties hereunder. Buyer and Seller hereby acknowledge such fact and indemnify and hold harmless Title from any action taken by it in good faith in reliance thereon. Title shall have no duty of liability to verify any such notice, consent, order or other document, and its sole responsibility shall be to act as expressly set forth in this Agreement. Title shall be under no obligation to institute or defend any action, suit or proceeding in connection with this Agreement. If any dispute arises with respect to the disbursement of any monies, Title may continue to hold the same or commence an action in interpleader and in connection therewith remit the same to a court of competent jurisdiction pending resolution of such dispute, and the parties hereto hereby indemnify and hold harmless Title for any action taken by it in good faith in the execution of its duties hereunder. 4.) Title hereby agrees to act as escrow agent and hold earnest money in accordance with the terms of this Escrow Agreement and said Sale and Purchase Agreement. Date: Date: Date: SELLER: COOK PROPERTIES-CHANHASSEN, LLC 2006 By: Its: Tax I.D. Number NORSK ENTERPRISES, INC. 2006 By: Its: BUYER: 2006 Henry Cornelius Tax I.D. Number FIRST AMERICAN TITLE INSURANCE COMPANY, hereby acknowledges receipt of the foregoing escrow deposit and agrees to hold the same as above specified. Dated this _ day of April, 2006 TITLE: FIRST AMERICAN TITLE INSURANCE COMPANY Address: 1900 Midwest Plaza West By: 801 Nicollet Mall Minneapolis, Minnesota 55402 Its: 2. EXHIBIT 4(c) to SALE AND PURCHASE AGREEMENT between COOK PROPERTIES-CHANHASSEN, LLC and NORSK ENTERPRISES, INC., SELLER and HENRY CORNELIUS, BUYER Permitted Encumbrances: 1.) Building and zoning laws, ordinances, state and federal laws and regulations; 2.) Reservation of mineral rights by the State of Minnesota, if any; and 3.) The lien of real estate taxes and special assessments that are not yet due and payable. Known Encumbrances: 1.) Platted drainage and utility easements. 2.) Wetlands as shown on the recorded plat of Chanhaven 3rd Addition. 3.) Easement filed in Book 91 of Deeds, page 204 as Document No. 01300. 4.) Declaration of Restrictive Covenant filed as Document No. 57413, amended by instrument filed as Document No. 116665. 5.) Easement filed as Document No. 93093. 6.) Development Contract filed as Document No. 116032. 7.) Conservation Easement filed as Document No. 116033. 8.) Conservation Easement filed as Document No. 116034. 9.) Development Contract filed as Document No. 123344. 10.) Drainage Easement filed as Document No. 123350. 11.) Wetland Conservation and Drainage Easement filed as Document No. 123347. 12.) Water Main and Sanitary Sewer Easement filed as Document No. 123349. 13.) Limitation of Access to State Trunk Highway No. 5 pursuant to document filed as Document No. 126146. Declaration of Roadway Easement filed as Document No. 157558. 2. EXHIBIT 8(b) to SALE AND PURCHASE AGREEMENT between COOK PROPERTIES-CHANHASSEN, LLC and NORSK ENTERPRISES, INC., SELLER and HENRY CORNELIUS, BUYER Environmental Disclosures: 1.) Any matters disclosed or referred to in (i) that certain Phase I Environmental Site Assessment prepared by ATC Associates, Inc., dated June 10, 1998; and/or (ii) that certain Transaction Screen prepared by DPRA Environmental, dated November 30, 1999. 2.) Above -ground new oil and used oil tanks. 1067427.1 o(0 - aq CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 06/15/2006 2:11 PM Receipt No. 0013652 CLERK: katie PAYEE: ABRA 40 LAKE DRIVE EAST PO BOX 728 CHANHASSEN MN 55317 Planning Case #06-24 500' of 60 Lake Drive East --------- ---- --- GIS List 99.00 Total 99.00 Cash 0.00 Check 12434 99.00 Change W1, SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 WIIN To: Mr. Henry Cornelius 6322 Timber Trail Minneapolis, MN 55439 Invoice SALESPERSON DATE TERMS KTM June 8, 2006 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 33 Property Owners List within 500' of 60 Lake Drive East — Abra Auto Body & Glass (33 labels) $3.00 $99.00 TOTAL DUE $99.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for June 20, 2006. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #06-24. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 05/23/2006 8:52:11 AM Receipt No. 0011445 CLERK: katie PAYEE: ABRA WOODBURY REAL ESTATE, LLC ABRA PLANNING CASE 06-24 ------------------------------------------------------- Use & Variance 1,070.00 Sign Rent 200.00 Recording Fees 100.00 Total Cash Check 1063 Change 1,370.00 0.00 1,370.00 0.00 SCANNED ABRA - PLANNING CASE 06-24 $645 Site Plan Review $200 Notification Sign $425 Conditional Use Permit $100 Recording Escrow $1,370 Abra paid $1,370 Check #1063 {CANNED LETTER OF TRANSMITTAL \AVI )NJ LKUS ARCHITECTS, INC May 22, 2006 llik' valley View Road Idea Ionic, Minaemla SS399 ph.953.911.8660 f x. 95 I. 961. I] 55 i ofa®wi lk.s, rc h.aum To: Henry Cornelius ABRA Chanhassen & Woodbury Franchises Project: ABRA - CHANHASSEN, MN Via: Henry to pick up From: Carl Nelson WILKUS ARCHITECTS, INC. 11487 Valley View Road Eden Prairie, MN 55344 UANTITY DESCRIPTION 18 Full set drawings as issued for panning dept. review dated May 19, 2006. 5 11x17 as issued for panning dept. review dated May 19, 2006. COMMENTS This is architectural only. I have not re -printed civi►. You should check with city if they need anything else reprinted. If you have any questions please contact me at (952) 941-8660. cc: CITY OF CHANHASSEN RECEIVED MAY 2 2 2006 CHANHASSEN PLANNING DEFT E0014ED AAlliant Engineering, Inc. LETTER TRANSMITTAL DATE: 5.19.06 TO: Bob Generous City of Chanhassen 690 City Center Drive Chanhassen, Minnesota 55317 FROM: Maleah Acosta SUBJECT: JOB NO. 206-0027 SENT BY: delivery NUMBER DATE DESCRIPTION 16 Site plan package: 2406 C-1, C-2, C-3, L-1, Photometric, survey, A2.0 and A7.0 I Site plan package: 8.5x11 (same as above) 1 Narrative 1 Application 1 Fee REMARKS: Hi Bob, Enclosed is the submittal package for CUP and SPR for the ABRA Auto Body & Glass. Please call if you should need additional information. Thank you for your assistance with the submittal. Maleah 612-767-9337 COPY TO: 233 Park Avenue South, Suite 300, Minneapolis Minnesota 55415-1108 Phone 612.7583080, Fax 612.758-IM bew - sma nl .w o.°".an�xaw�nm.«..�ammwvuwlmd +.w w.w i R ' Q W { ! ili!{1?i[ill?! $ !f ? Et ? R I I 11 I `• ::: s!R I 11 � � I 1• I @Ba I 1 II 1 I 4ttjS6jtEtt A aZ z Y limo sl" � �i Ip ' `�r�—+—rl• —� 6IppIA 1 w ^•i li p� dpl �. d mbae / 1 AUTOBODY 60 LAKE DRIVE EAST CHANHAS SEN, DRAINAGE CALCULATIONS PREPARED BY: ALLIANT ENGINEERING INC. FOR: ABRA AUTOBODY AUGUST 29, 2006 ALLIANT PROJECT NO. 060027 Existing Drainage Conditions The project site is currently operated as an automotive maintenance business consisting of a single story structure, paved surfaces and green space. The majority of the site runoff from the parking lot currently flows overland to the north entering an existing catch basin which discharges through a 4" PVC storm line to a trunk 33" storm sewer flowing easterly along State Highway No. 5. An additional portion of the site runoff flows directly overland to an existing 15" apron in the Hwy. 5 south ditch that also discharges to the existing 33" trunk storm sewer. The south portion of the parking lot drains to a catch basin that discharges to a 12" RCP storm sewer line in the street and ultimately to the existing storm pond north of Lake Drive East. Smaller areas of the site drain overland to the existing street to the southeast, and the wetland in the southwest comer of the property. The overland flow to the street also ultimately discharges to the pond on the north side of Lake Drive East. An existing drainage area map is included herein. The property currently consists of 0.72 acres (38%) impervious surfaces (roofs and paved surfaces) and 1.17 acres (62%) green space. The wetland area is included in the green space area for purposes of the above calculation. Proposed Conditions The project consists of constructing a single story automotive repair and maintenance business and adjacent parking lot. The existing building will remain and will be connected to the proposed building addition. The entire parking lot will be reconstructed. In general, existing drainage patterns are being maintained under the proposed conditions. Runoff from the site for existing and proposed conditions was analyzed for the 2-year, 10-year and 100-year events utilizing Hydrocad design software. Hydrocad input parameters and results are included herein. Runoff calculations were performed for the property as a whole, including those areas where improvements are not proposed. The north portion of the new parking lot will drain to a proposed catch basin located along the east side of the parking lot. The catch basin outlet pipe is sized as a 6" diameter PVC pipe to restrict outflow from the site and promote minimal ponding in the parking areas under large rainfall events prior to overtopping the back of curb and flowing onto adjacent property. The 6" pipe will discharge to the existing structure located on the north end of the existing parking lot. The tributary area to the pipe discharging to the 33" trunk line has been decreased from the existing condition. Runoff from the roof of the new building addition will discharge at grade and will be conveyed along the gutter line and ultimately discharge to the proposed on site treatment pond. The south segment of the parking lot will drain to two proposed curb cuts discharging to the on site treatment pond. The on site pond outlets to the catch basins in the adjacent street and ultimately into the pond located on the car wash site to the east. The pond characteristics are described below. Smaller areas of the southerly portion of the site will continue to flow overland to the street to the southeast and to the wetland in the southwest corner. The street runoff discharges to existing catch basins located along the entrance road and ultimately drains to the pond north of Lake Drive East. The proposed improvements result in 1.15 acres (61 °/u) impervious surfaces and 0.74 acres (39°/u) green space within the property. The existing wetland is included in the green space area. Comparison of Existing and Proposed Conditions The proposed project will result in an increase of 0.43 acres of impervious surface while decreasing the runoff rates from the site to the Hwy. 5 ROW and the existing pond north of Lake Drive East. On the north end of the project site, the proposed 6" PVC outlet from the catch basin and the runoff entering the 15" apron in the Hwy. 5 ditch discharge to the trunk 33" storm pipe in the Hwy. 5 ROW. The discharge to the pipe is decreased slightly from the existing condition after the revised grading and restriction of the 6" outlet pipe. The proposed 100-year runoff rate to the 33" trunk storm sewer would be decreased by 0.21 cfs. On the south end of the project site, a pond is proposed to treat runoff and provide live storage volume for rate control. The proximity to the existing wetland will not allow adequate room to provide a 4' deep wet pond. The westerly portion of the pond will be 3.5' deep from NWL to bottom and the east side will be 2.5' deep. Per an 8/29/06 conversation with City engineering staff, the reduced pond depth will be acceptable if other pond design parameters are met. The City is requiring dead storage be provided to treat runoff from the increase in impervious surface. The permanent pool provided substantially exceeds that requirement due to over excavation to provide rate control volume. The pond outlet structure will be located at the south end of the pond away from the inlet flumes. The outlet structure will consist of a submerged pipe inlet to provide skimming, a concrete manhole with weir wall and a 6" orifice outlet. An outlet pipe will be routed to tie into the existing storm sewer in the adjacent street. The outlet is set at the observed elevation of the adjacent wetland. An equalizer pipe is proposed to be constructed between the pond and the wetland at an elevation above the pond normal water elevation to charge the wetland in larger events and to achieve additional rate control volume within the wetland during large storm events. Smaller storm events will be contained in the treatment pond and released without discharge to the wetland. The sides and bottom of the pond will be planted with seed mix to allow for plant growth types adapting to the varying degrees of wetness. Site soils are anticipated to be mostly loams per the Carver County Soils Survey information. The proposed runoff to the wetland and offsite overland to the street to the southeast will be slightly reduced by the proposed improvements. Existing and proposed peak runoff rates and volumes are depicted in table 1 for comparison. Table 1: Peak Runoff Rates and Volumes Peak Runoff [cfs] Runoff Volume [ac-ft] DRAINAGE AREA 2- r 10-yr 100- r 2- r 10- r 100- r 0-1 0.23 0.82 1.78 0.014 0.040 0.084 0-2 0.07 0.37 0.89 0.006 0.019 0.044 E-1 1.87 3.10 4.66 0.096 0.164 2.530 t E-2 0.68 1.17 1.80 0.029 0.053 0.084 w W-1 0.83 1.55 2.50 0.039 0.075 0.124 w TOTAL 2.53 4.62 7.64 0.184 0.351 0.588 MnDOT 1.08 1.69' 2.68 0.110 0.204 0.337 CAR WASH POND 0.70 1.46 2.57 0.035 0.072 0.127 WETLAND 0.83 1.55 2.50 0.039 0.075 0.124 0-1 0.04 0.22 0.55 0.004 0.015 0.034 0-2 0.03 0.13 0.31 0.002 0.007 0.015 P-1 1.08 1.66 2.41 0.050 0.079 0.117 P-2 3.44 5.32 7.71 0.183 0.291 0.430 v o P-3 0.64 1.14 1.79 0.028 0.051 0.082 C W-1 0.56 0.98 1.51 0.026 0.046 0.073 a` TOTAL 2.04 3.31 4.95 0.292 0.488 0.750 MnDOT 1.07 1.71' 2.47 0.054 0.094 0.150 CAR WASH POND 0.56 0.77 1.07 0.213 0.348 0.527 WETLAND 0.56 0.98 1.51 0.026 0.046 0.073 Note : * - negligible rate increase during 10-year event. 2-year and 100-year events are decreased. LEGEND 0' 40' 80' 120' , , DRAINAGE BOUNDARY SCALE IN FEET NORTH �— DRAINAGE DIRECTION AL..L aR• w•* xn •w n+.oxn n cram .v wry.. EXISTING DRAINAGE _ r� i.`o`P..m®orn ABRA AUTO BODY k GLASS 40 UK[ 13 I USf �..... PtNItCB� MASS .,.»� CHAHHA5%M.MN 0-1 Offs to N E-1 A 1L North Sub 4" outlet MnDOT Di ch qD ``A South Sub 48" CB N/_1 Wetland 3L a Total Offsite SE Car Wash Pond Subcat Reach On Link Drainage Diagram for existing Prepared by Alliant Engineering, Inc. 8/30/2006 FHydroCADO 7.10 s/n 001427 Q 2005 HydroCAD Software Solutions LLC existing Type 11 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 2 HydroCAD®7 10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: North Sub Runoff Area=26,625 sf Runoff Depth=1.88" Flow Length=139' Tc=7.5 min CN=92 Runoff=1.87 cfs 0.096 of Subcatchment E-2: South Sub Runoff Area=9,425 sf Runoff Depth=1.63" Flow Length=75' Tc=3.5 min CN=89 Runoff=0.68 cfs 0.029 of Subcatchment 0-1: Offsite N Runoff Area=19,308 sf Runoff Depth=0.38" Flow Length=141' Tc=6.4 min CN=65 Runoff=0.23 cfs 0.014 of Subcatchment 0-2: Offsite SE Runoff Area=11,737 sf Runoff Depth=0.26" Flow Length=88' Tc=6.9 min CN=61 Runoff=0.07 cfs 0.006 of Subcatchment W-1: Wetland Runoff Area=15,386 sf Runoff Depth=1.34" Flow Length=60' Tc=6.4 min CN=85 Runoff=0.83 cfs 0.039 of Pond El: 4" outlet Peak Elev=934.54' Storage=569 cf Inflow=1.87 cfs 0.096 of 4.0" x 8.0' Culvert Outflow=0.85 cfs 0.096 of Pond E2: 48" CB Peak Elev=934.03' Storage=5 cf Inflow=0.68 cfs 0.029 of 12.0" x 91.0' Culvert Outflow=0.68 cfs 0.029 of Link 1L: MnDOT Ditch Inflow=1.08 cfs 0.110 of Primary=1.08 cfs 0.110 of Link 2L: Car Wash Pond Inflow=0.70 cfs 0.035 of Primary=0.70 cfs 0.035 of Link 3L: Total Inflow=2.53 cfs 0.184 of Primary=2.53 cfs 0.184 of Total Runoff Area = 1.894 ac Runoff Volume = 0.184 of Average Runoff Depth = 1.17" existing Type 1124-hr2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 3 HydroCAD87 10 s/n 001427 @ 2005 HvdroCAD Software Solutions LLC 8/30/2006 Subcatchment E-1: North Sub Runoff = 1.87 cfs @ 11.99 hrs, Volume= 0.096 af, Depth= 1.88" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Descri 22,245 98 Paved parking & roofs 4,380 61 >75% Grass cover, Good HSG B 26,625 92 Weighted Average Tc Length Slope Velocity Capacity Description 7.1 70 0.0270 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" 0.4 69 0.0220 3.0 Shallow Concentrated Flow, Paved Kv= 20.3 fps 7.5 139 Total Subcatchment E-2: South Sub Runoff = 0.68 cfs @ 11.94 hrs, Volume= 0.029 af, Depth= 1.63" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 7,200 98 Paved parking & roofs 2,225 61 >75% Grass cover, Good, HSG B 9,425 89 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 36 0.0495 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" 0.2 39 0.0267 3.3 Shallow Concentrated Flow, Paved Kv= 20.3 fps 3.5 75 Total Subcatchment 0-1: Offsite N Runoff = 0.23 cfs @ 12.00 hrs, Volume= 0.014 af, Depth= 0.38" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type 11 24-hr 2-yr Rainfall=2.70" existing Type // 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 4 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 _ Area (sf) CN Description 17,296 61 >75% Grass cover, Good, HSG B 2,012 98 Paved parking & roofs 19,308 65 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft1sec) (cfs) 6.4 141 0.0250 0.4 Lag/CN Method, Subcatchment 0-2: Offsite SE Runoff = 0.07 cfs @ 12.02 hrs, Volume= 0.006 af, Depth= 0.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 11,737 61 >75% Grass cover, Good, HSG B Tc Length Slope Velocity Capacity Description 6.9 88 0.0462 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" Subcatchment W-1: Wetland Runoff = 0.83 cfs @ 11.98 hrs, Volume= 0.039 af, Depth= 1.34" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 5,781 61 >75% Grass cover, Good, HSG B 9,605 100 Wetland Edge 15,386 85 Weighted Average Tc Length Slope Velocity Capacity Description 6.4 60 0.0655 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Pond E1: 4" outlet Inflow Area = 0.611 ac, Inflow Depth = 1.88" for 2-yr event Inflow = 1.87 cfs @ 11.99 hrs, Volume= 0.096 of Outflow = 0.85 cfs @ 12.09 hrs, Volume= 0.096 af, Atten= 54%, Lag= 6.4 min Primary = 0.85 cfs @ 12.09 hrs, Volume= 0.096 of Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs existing Type // 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 5 HydroCADO 7.10 s/n 001427 0 2005 HydroCAD Software Solutions LLC 8/30/2006 Peak Elev= 934.54' @ 12.09 hrs Surf.Area= 1,785 sf Storage= 569 cf Plug -Flow detention time= 2.7 min calculated for 0.096 of (100% of inflow) Center -of -Mass det. time= 2.7 min ( 805.0 - 802.3 ) Volume Invert Avail Storage Storage Description #1 930.24' 3,646 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 930.24 6 0 0 933.00 6 17 17 934.00 85 46 62 934.10 399 24 86 934.20 712 56 142 934.30 1,026 87 229 934.40 1,339 118 347 934.50 1,653 150 497 934.60 1,966 181 678 934.70 2,280 212 890 934.80 2,593 244 1,133 934.90 2,907 275 1,408 935.00 3,220 306 1,715 935.50 4,505 1,931 3,646 Device Routing Invert Outlet Devices #1 Primary 930.24' 4.0" x 8.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 929.97' S= 0.0337 T Cc= 0.900 n= 0.010 PVC, smooth interior Primary OutFlow Max=0.85 cfs @ 12.09 hrs HW=934.54' (Free Discharge) L1=Culvert (Inlet Controls 0.85 cfs @ 9.8 fps) Pond E2: 48" CB Inflow Area = 0.216 ac, Inflow Depth = 1.63" for 2-yr event Inflow = 0.68 cfs @ 11.94 hrs, Volume= 0.029 of Outflow = 0.68 cfs @ 11.94 hrs, Volume= 0.029 af, Atten= 0%, Lag= 0.1 min Primary = 0.68 cfs @ 11.94 hrs, Volume= 0.029 of Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Peak Elev= 934.03' @ 11.94 hrs Surf.Area= 13 sf Storage= 5 cf Plug -Flow detention time= 0.5 min calculated for 0.029 of (100% of inflow) Center -of -Mass det. time= 0.5 min ( 813.2 - 812.6 ) Volume Invert Avail Storage Storage Description #1 933.61' 701 cf Custom Stage Data (Prismatic) Listed below (Recalc) existing Type I/ 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 6 HydroCAD®7 10 sin 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 933.61 13 0 0 935.90 13 30 30 936.00 40 3 32 936.10 93 7 39 936.20 162 13 52 936.30 251 21 72 936.40 359 31 103 936.50 489 42 145 936.60 673 58 203 936.70 915 79 283 936.80 1,193 105 388 936.90 1,514 135 524 937.00 2,040 178 701 Device Routing Invert Outlet Devices #1 Primary 933.61' 12.0" x 91.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 931.88' S= 0.0190'/' Cc= 0.900 n= 0.013 Concrete sewer wlmanholes & inlets Primary OutFlow Max=0.67 cfs @ 11.94 hrs HW=934.02' (Free Discharge) t1=Culvert (Inlet Controls 0.67 cfs @ 2.2 fps) Link 1L: MnDOT Ditch Inflow Area = 1.054 ac, Inflow Depth = 1.25" for 2-yr event Inflow = 1.08 cfs @ 12.01 hrs, Volume= 0.110 of Primary = 1.08 cfs @ 12.01 hrs, Volume= 0.110 af, Atten= 0%, Lag- 0.0 min Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Link 2L: Car Wash Pond Inflow Area = 0.486 ac, Inflow Depth = 0.87" Inflow = 0.70 cfs @ 11.95 hrs, Volume= Primary = 0.70 cfs @ 11.95 hrs, Volume= for 2-yr event 0.035 of 0.035 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Link 3L: Total Inflow Area = 1.894 ac, Inflow Depth = 1.17" for 2-yr event Inflow = 2.53 cfs @ 11.97 hrs, Volume= 0.184 of Primary = 2.53 cfs @ 11.97 hrs, Volume= 0.184 of Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Atten= 0%, Lag= 0.0 min existing Prepared by Alliant Engineering, Inc. HVdrnr:ADM 7 10 s/n 001427 0 2005 Hvd Type II 24-hr 10-yr Rainfall=4.10" Page 7 Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: North Sub Runoff Area=26,625 sf Runoff Depth=3.21" Flow Length=139' Tc=7.5 min CN=92 Runoff=3.10 cfs 0.164 of Subcatchment E-2: South Sub Runoff Area=9,425 sf Runoff Depth=2.92" Flow Length=75' Tc=3.5 min CN=89 Runoff=1.17 cfs 0,053 of Subcatchment 0-1: Offsite N Runoff Area=19,308 sf Runoff Depth=1.09" Flow Length=141' Tc=6.4 min CN=65 Runoff=0.82 cfs 0.040 of Subcatchment 0-2: Offsite SE Runoff Area=11,737 sf Runoff Depth=0.86" Flow Length=88' Tc=6.9 min CN=61 Runoff=0.37 cfs 0.019 of Subcatchment W-1: Wetland Runoff Area=15,386 sf Runoff Depth=2.55" Flow Length=60' Tc=6.4 min CN=85 Runoff=1.55 cfs 0.075 of Pond E1: 4" outlet Peak Elev=934.95' Storage=1,554 cf Inflow=3.10 cfs 0.164 of 4.0" x 8.0' Culvert Outflow=0.90 cfs 0.164 of Pond E2: 48" CB Peak Elev=934.17' Storage=7 cf Inflow=1.17 cfs 0.053 of 12.0" x 91.0' Culvert Outflow=1.17 cfs 0.053 of Link 1L: MnDOT Ditch Inflow=1.69 cfs 0.204 of Primary=1.69 cfs 0.204 of Link 2L: Car Wash Pond Inflow=1.46 cfs 0.072 of Primary=1.46 cfs 0.072 of Link 3L: Total Inflow=4.62 cfs 0.351 of Primary=4.62 cfs 0.351 of Total Runoff Area = 1.894 ac Runoff Volume = 0.351 of Average Runoff Depth = 2.22" existing Type 1124-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 8 HydroCAD®7 10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment E-1: North Sub Runoff = 3.10 cfs @ 11.99 hrs, Volume= 0.164 af, Depth= 3.21" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (so CN Description 22,245 98 Paved parking & roofs 4,380 61 >75% Grass cover, Good, HSG B 26,625 92 Weighted Average Tc Length Slope Velocity Capacity Description 7.1 70 0.0270 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" 0.4 69 0.0220 3.0 Shallow Concentrated Flow, Paved Kv= 20.3 fps 7.5 139 Total Subcatchment E-2: South Sub Runoff = 1.17 cfs @ 11.94 hrs, Volume= 0.053 af, Depth= 2.92" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN Description 7,200 98 Paved parking & roofs 2,225 61 >75% Grass cover, Good, HSG B 9,425 89 Weighted Average Tc Length Slope Velocity Capacity Description 3.3 36 0.0495 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" 0.2 39 0.0267 3.3 Shallow Concentrated Flow, Paved Kv= 20.3 fps 3.5 75 Total Subcatchment 0-1: Offsite N Runoff = 0.82 cfs @ 11.99 hrs, Volume= 0.040 af, Depth= 1.09" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25,00 hrs, dt= 0.01 hrs Type 11 24-hr 10-yr Rainfall=4.10" existing Type // 24-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 9 H droCAD® 7.10 s/n 001427 © 2005 H droCAD Software Solutions LLC 8/30/2006 Area (sf) CN Description 17,296 61 >75% Grass cover, Good, HSG B 2,012 98 Paved parking & roofs 19,308 65 Weighted Average Tc Length Slope Velocity tin) (feet) (fUft) (ft/sec) 6.4 141 0.0250 0.4 Description Lag/CN Method, Subcatchment 0-2: Offsite SE Runoff = 0.37 cfs @ 12.00 hrs, Volume= 0.019 af, Depth= 0.86" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN Description 11,737 61 >75/u Grass cover, Good, HSG B Tc Length Slope iin) (feet) (ft/ft) 6.9 88 0.0462 Capacity Description 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" Subcatchment W-1: Wetland Runoff = 1.55 cfs @ 11.98 hrs, Volume= 0.075 af, Depth= 2.55" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN Description 5,781 61 >75% Grass cover, Good, HSG B 9,605 100 Wetland Edge 15,386 85 Weighted Average Tc Length Slope Velocity Capacity Description 6.4 60 0.0655 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Pond E1: 4" outlet Inflow Area = 0.611 ac, Inflow Depth = 3.21" for 10-yr event Inflow = 3.10 cfs @ 11.99 hrs, Volume= 0.164 of Outflow = 0.90 cfs @ 12.13 hrs, Volume= 0.164 af, Atten= 71%, Lag= 8.8 min Primary = 0.90 cfs @ 12.13 hrs, Volume= 0.164 of Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs existing Type 1124-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 10 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Peak Elev= 934.95' @ 12.13 hrs Surf.Area= 3,060 sf Storage= 1,554 cf Plug -Flow detention time= 8.1 min calculated for 0.164 of (100% of inflow) Center -of -Mass det. time= 8.1 min ( 795.4 - 787.3 ) Volume Invert Avail Storage Storage Description #1 930.24' 3,646 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 930.24 6 0 0 933.00 6 17 17 934.00 85 46 62 934.10 399 24 86 934.20 712 56 142 934.30 1,026 87 229 934.40 1,339 118 347 934.50 1,653 150 497 934.60 1,966 181 678 934.70 2,280 212 890 934.80 2.593 244 1,133 934.90 2,907 275 1,408 935.00 3,220 306 1,715 935.50 4,505 1,931 3,646 Device Routing Invert Outlet Devices #1 Primary 930.24' 4.0" x 8.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 929.97' S= 0.03377 Cc= 0.900 n= 0.010 PVC, smooth interior Primary OutFlow Max=0.90 cfs @ 12.13 hrs HW=934.95' (Free Discharge) t1=Culvert (Inlet Controls 0.90 cfs @ 10.3 fps) Pond E2: 48" CB Inflow Area = 0.216 ac, Inflow Depth = 2.92" for 10-yr event Inflow = 1.17 cfs @ 11.94 hrs, Volume= 0.053 of Outflow = 1.17 cfs @ 11.94 hrs, Volume= 0.053 af, Atten= 0%, Lag= 0.1 min Primary = 1.17 cfs @ 11.94 hrs, Volume= 0.053 of Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Peak Elev= 934.17' @ 11.94 hrs Surf.Area= 13 sf Storage= 7 cf Plug -Flow detention time= 0.4 min calculated for 0.053 of (100% of inflow) Center -of -Mass det. time= 0.4 min ( 796.5 - 796.1 ) Volume Invert Avail Storage Storage Description #1 933.61' 701 cf Custom Stage Data (Prismatic) Listed below (Recalc) existing Type 11 24-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 11 HydroCADO 7.10 sln 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 933.61 13 0 0 935.90 13 30 30 936.00 40 3 32 936.10 93 7 39 936.20 162 13 52 936.30 251 21 72 936.40 359 31 103 936.50 489 42 145 936.60 673 58 203 936.70 915 79 283 936.80 1,193 105 388 936.90 1,514 135 524 937.00 2,040 178 701 Device Routing Invert Outlet Devices #1 Primary 933.61' 12.0" x 91.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 931.88' S= 0.0190 T Cc= 0.900 n= 0.013 Concrete sewer w/manholes & inlets PrimaryOutFlow Max=1.17 cfs @ 11.94 hrs HW=934.17' (Free Discharge) t-1=Culvert (Inlet Controls 1.17 cfs @ 2.6 fps) Link 1L: MnDOT Ditch Inflow Area = 1,054 ac, Inflow Depth = 2.32" for 10-yr event Inflow = 1.69 cfs @ 11.99 hrs, Volume= 0.204 of Primary = 1.69 cfs @ 11.99 hrs, Volume= 0.204 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Link 2L: Car Wash Pond Inflow Area = 0.486 ac, Inflow Depth = 1.78" for 10-yr event Inflow = 1.46 cfs @ 11.95 hrs, Volume= 0.072 of Primary = 1.46 cfs @ 11.95 hrs, Volume= 0.072 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Link X: Total Inflow Area = 1.894 ac, Inflow Depth = 2.22" for 10-yr event Inflow = 4.62 cfs @ 11.97 hrs, Volume= 0.351 of Primary = 4.62 cfs @ 11.97 hrs, Volume= 0.351 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs existing Type/1 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 12 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: North Sub Runoff Area=26,625 sf Runoff Depth=4.97" Flow Length=139' Tc=7.5 min CN=92 Runoff=4.66 cfs 0.253 of Subcatchment E-2: South Sub Runoff Area=9,425 sf Runoff Depth=4.64" Flow Length=75' Tc=3.5 min CN=89 Runoff=1.80 cfs 0.084 of Subcatchment O-1: Offsite N Runoff Area=19,308 sf Runoff Depth=2.28" Flow Length=141' Tc=6.4 min CN=65 Runoff=1.78 cfs 0.084 of Subcatchment 0.2: Offsite SE Runoff Area=11,737 sf Runoff Depth=1.94" Flow Length=88' Tc=6.9 min CN=61 Runoff=0.89 cfs 0.044 of Subcatchment W-1: Wetland Runoff Area=15,386 sf Runoff Depth=4.21" Flow Length=60' Tc=6.4 min CN=85 Runoff=2.50 cfs 0.124 of Pond E1: 4" outlet Peak EIev=935.35' Storage=3,013 cf Inflow=4.66 cfs 0.253 of 4.0" x 8.0' Culvert Outflow=0.93 cfs 0.253 of Pond E2: 48" CB Peak EIev=934.34' Storage=10 cf Inflow=1.80 cfs 0.084 of 12.0" x 91.0' Culvert Outflow=1.80 cfs 0.084 of Link 1L: MnDOT Ditch Inflow=2.68 cfs 0.337 of Primary=2.68 cfs 0.337 of Link 2L: Car Wash Pond Inflow=2.57 cfs 0.127 of Primary=2.57 cfs 0.127 of Link 3L: Total Inflow=7.64 cfs 0.588 of Primary=7.64 cfs 0.588 of Total Runoff Area = 1.894 ac Runoff Volume = 0.588 of Average Runoff Depth = 3.73" existing Type 1124-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 13 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment E-1: North Sub Runoff = 4.66 cfs @ 11.98 hrs, Volume= 0.253 af, Depth= 4.97" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 22,245 98 Paved parking & roofs 4,380 61 >75% Grass cover, Good, HSG B 26,625 92 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.1 70 0.0270 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" 0.4 69 0.0220 3.0 Shallow Concentrated Flow, Paved Kv= 20.3 fps 7.5 139 Total Subcatchment E-2: South Sub Runoff = 1.80 cfs @ 11.94 hrs, Volume= 0.084 af, Depth= 4.64" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 7,200 98 Paved parking & roofs 2,225 61 >75% Grass cover, Good, HSG B 9,425 89 Weighted Average Tc Length Slope Velocity Capacity Description 3.3 36 0.0495 0.2 Sheet Flow, Grass: Short n= 0.150 P2= 2.70" 0.2 39 0.0267 3.3 Shallow Concentrated Flow, Paved Kv= 20.3 fps 3.5 75 Total Subcatchment 0-1: Offsite N Runoff = 1.78 cfs @ 11.98 hrs, Volume= 0.084 af, Depth= 2.28" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type 11 24-hr 100-yr Rainfall=5.90" existing Type/1 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 14 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Area (sf) CN Description 17,296 61 >75% Grass cover, Good, HSG B 2,012 98 Paved parking & roofs 19,308 65 Weighted Average Tc Length Slope iin) (feet) (ft/ft) 6.4 141 0.0250 Velocity Capacity Description 0.4 Lag/CN Method, Subcatchment 0-2: Offsite SE Runoff = 0.89 cfs @ 11.99 hrs, Volume= 0.044 af, Depth= 1.94" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 11,737 61 >75% Grass cover, Good, HSG B Tc Length Slope Velocity iin) (feet) (ft/ft) (ft/sec) 6.9 88 0.0462 0.2 Description Sheet Flow, Grass: Short n= 0.150 P2= 2.70" Subcatchment W-1: Wetland Runoff = 2.50 cfs @ 11.97 hrs, Volume= 0.124 af, Depth= 4.21" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (so CN Description 5,781 61 >75% Grass cover, Good, HSG B 9,605 100 Wetland Edge 15,386 85 Weighted Average Tc Length Slope Velocity Capacity Description 6.4 60 0.6655 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Pond Ell: 4" outlet Inflow Area = 0.611 ac, Inflow Depth = 4.97" for 100-yr event Inflow = 4.66 cfs @ 11.98 hrs, Volume= 0.253 of Outflow = 0.93 cfs @ 12.17 hrs, Volume= 0.253 af, Atten= 80%, Lag= 11.4 min Primary = 0.93 cfs @ 12.17 hrs, Volume= 0.253 of Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs existing Type 1124-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 15 HydroCADO 7.10 s/n 001427 @ 2005 HydroCAD Software Solutions LLC 8/30/2006 Peak Elev= 935.35' @ 12.17 hrs Surf.Area= 4.128 sf Storage= 3,013 cf Plug -Flow detention time= 17.0 min calculated for 0.253 of (100% of inflow) Center -of -Mass det. time= 17.0 min ( 792.6 - 775.6 ) Volume Invert Avail Storage Storage Description #1 930.24' 3,646 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 930.24 6 0 0 933.00 6 17 17 934.00 85 46 62 934.10 399 24 86 934.20 712 56 142 934.30 1,026 87 229 934.40 1,339 118 347 934.50 1,653 150 497 934.60 1,966 181 678 934.70 2,280 212 890 934.80 2,593 244 1,133 934.90 2,907 275 1,408 935.00 3,220 306 1,715 935.50 4,505 1,931 3,646 Device Routing Invert Outlet Devices #1 Primary 930.24' 4.0" x 8.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 929.97' S= 0.0337 7' Cc= 0.900 n= 0.010 PVC, smooth interior Primary OutFlow Max=0.93 cfs @ 12.17 hrs HW=935.35' (Free Discharge) 't-1=Culvert (Inlet Controls 0.93 cfs @ 10.7 fps) Pond E2: 48" CB Inflow Area = 0.216 ac, Inflow Depth = 4.64" for 100-yr event Inflow = 1.80 cfs @ 11.94 hrs, Volume= 0.084 of Outflow = 1.80 cfs @ 11.94 hrs, Volume= 0.084 af, Atten= 0%, Lag= 0.1 min Primary = 1.80 cfs @ 11.94 hrs, Volume= 0.084 of Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Peak Elev= 934.34' @ 11.94 hrs Surf.Area= 13 sf Storage= 10 cf Plug -Flow detention time= 0.4 min calculated for 0.084 of (100% of inflow) Center -of -Mass det. time= 0.4 min ( 783.5 - 783.2 ) Volume Invert Avail Storage Storage Description #1 933.61' 701 cf Custom Stage Data (Prismatic) Listed below (Recalc) existing Type 1124-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 16 HydroCADO 7.10 s/n 001427 02005 HydroCAD Software Solutions LLC 8/30/2006 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 933.61 13 0 0 935.90 13 30 30 936.00 40 3 32 936.10 93 7 39 936.20 162 13 52 936.30 251 21 72 936.40 359 31 103 936.50 489 42 145 936.60 673 58 203 936.70 915 79 283 936.80 1,193 105 388 936.90 1,514 135 524 937.00 2,040 178 701 Device Routing Invert Outlet Devices #1 Primary 933.61' 12.0" x 91.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 931.88' S= 0.0190'P Cc= 0.900 n= 0.013 Concrete sewer w/manholes & inlets Primary OutFlow Max=1.80 cfs @ 11.94 hrs HW=934.34' (Free Discharge) L1=Culvert (Inlet Controls 1.80 cfs @ 2.9 fps) Link 1 L: MnDOT Ditch Inflow Area = 1.054 ac, Inflow Depth = 3.84" for 100-yr event Inflow = 2.68 cfs @ 11.98 hrs, Volume= 0.337 of Primary = 2.68 cfs @ 11.98 hrs, Volume= 0.337 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Link 2L: Car Wash Pond Inflow Area = 0.486 ac, Inflow Depth = 3.14" for 100-yr event Inflow = 2.57 cfs @ 11.95 hrs, Volume= 0.127 of Primary = 2.57 cfs @ 11.95 hrs, Volume= 0.127 af, Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Link 3L: Total Inflow Area = 1.894 ac, Inflow Depth = 3.73" for 100-yr event Inflow = 7.64 cfs @ 11.97 hrs, Volume= 0.588 of Primary = 7.64 cfs @ 11.97 hrs, Volume= 0.588 af, Primary outflow = Inflow, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs Atten= 0%, Lag= 0.0 min Atten= 0%, Lag= 0.0 min LEGEND 0' 40' 80' DRAINAGE BOUNDARY SCALE IN FEET /-- DRAINAGE DIRECTION M7 120' NORTH �«ou?, PROPOSED DRAINAGE Q x s rz s'�in ABRA BODY h GLASS 40 LAK IARE DRIVE EAST M110 BOOY6aA55 „v..-� CHANHASSEN,MN aww7 North Parking 2X3 BOX Subcat Reach on Link P-tt2 South narking Al P-3 Onsitltond Pond Sub 0_2 —p 2L Offsite SE Car/Nash Pond 3L Total proposed Type // 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 2 HydroCAD07 10 s/n 001427 ©2005 HydroCAD Software Solutions LLC 8/30/2006 Time span=0.00-55.00 hrs, dt=0.01 hrs, 5501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 0-2: Offsite SE Runoff Area=3,939 sf Runoff Depth=0.26" Flow Length=44' Tc=6.1 min CN=61 Runoff=0.03 cfs 0.002 of Subcatchment 0-1: Offsite N Runoff Area=9,088 sf Runoff Depth=0.26" Flow Length=107' Tc=12.7 min CN=61 Runoff=0.04 cfs 0.004 of Subcatchment P-1: North Parking Runoff Area=11,006 sf Runoff Depth=2.36" Flow Length=122' Tc=1.8 min CN=97 Runoff=1.08 cfs 0.050 of Subcatchment P-2: South Parking Runoff Area=40,528 sf Runoff Depth=2.36" Flow Length=445' Tc=6.3 min CN=97 Runoff=3.44 cfs 0.183 of Subcatchment P-3: Pond Sub Runoff Area=9,738 sf Runoff Depth=1.48" Flow Length=70' Tc=3.8 min CN=87 Runoff=0.64 cfs 0.028 of Subcatchment W-1: Wetland Runoff Area=8,181 sf Runoff Depth=1.63" Flow Length=16' Tc=4.7 min CN=89 Runoff=0.56 cfs 0.026 of Pond P1: 2X3 BOX Peak Elev=933.23' Storage=9 cf Inflow=1.08 cfs 0.050 of Outflow=1.07 cfs 0.050 of Pond P3: Onsite Pond Peak Elev=934.85' Storage=15,322 cf Inflow=4.04 cfs 0.211 of Outflow=0.56 cfs 0.211 of Link 1 L: MnDOT Inflow=1.07 cfs 0.054 of Primary=1.07 cfs 0.054 of Link 2L: Car Wash Pond Inflow=0.56 cfs 0.213 of Primary=0.56 cfs 0.213 of Link 3L: Total Inflow=2.04 cfs 0.292 of Primary=2.04 cfs 0.292 of Total Runoff Area = 1.893 ac Runoff Volume = 0.292 of Average Runoff Depth = 1.85" proposed Type /l 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 3 HydroCAD® 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment 0-2: Offsite SE Runoff = 0.03 cfs @ 12.01 hrs, Volume= 0.002 af, Depth= 0.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type 11 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 3,939 61 >75% Grass cover, Good, HSG B Tc Length Slope Velocity Capacity Description 6.1 44 0.0400 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment 0-1: Offsite N Runoff = 0.04 cfs @ 12.10 hrs, Volume= 0.004 af, Depth= 0.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 9,088 61 >75% Grass cover, Good, HSG B Tc Length Slope Velocity min) (feet) (ft/ft) (ft/sec) 12.7 107 0.0380 0.1 Description Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment P-1: North Parking Runoff = 1.08 cfs @ 11.92 hrs, Volume= 0.050 af, Depth= 2.36" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type 11 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 10,715 98 Paved parking & roofs 291 61 >75% Grass cover, Good, HSG B 11,006 97 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.8 122 0.0139 1.1 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" proposed Type 11 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 4 HydroCAD®7 10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment P-2: South Parking Runoff = 3.44 cfs @ 11.97 hrs, Volume= 0.183 af, Depth= 2.36" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 14,512 98 building 25,097 98 parking 919 61 >75% Grass cover, Good, HSG B 40,528 97 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.5 106 0.0163 1.2 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" 4.8 339 0.0033 1.2 Shallow Concentrated Flow, Paved Kv= 20.3 fps 6.3 445 Total Subcatchment P-3: Pond Sub Runoff = 0.64 cfs @ 11.95 hrs, Volume= 0.028 af, Depth= 1.48" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 6,504 100 Pond 3,234 61 >75% Grass cover, Good, HSG B 9,738 87 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.8 70 0.3333 0.3 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment W-1: Wetland Runoff = 0.56 cfs @ 11.96 hrs, Volume= 0.026 af, Depth= 1.63" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 2-yr Rainfall=2.70" Area (sf) CN Description 5,813 100 Wetland Edge 2,368 61 >75% Grass cover, Good HSG B 8,181 89 Weighted Average proposed Type 1l 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 5 HydroCADOO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.7 16 0.0100 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Pond P1: 2X3 BOX Inflow Area = 0.253 ac, Inflow Depth = 2.36" for 2-yr event Inflow = 1.08 cfs @ 11.92 hrs, Volume= 0.050 of Outflow = 1.07 cfs @ 11.92 hrs, Volume= 0.050 af, Atten= 1%, Lag= 0.2 min Primary = 1.07 cfs @ 11.92 hrs, Volume= 0.050 of Routing by Stor-Ind method, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 933.23' @ 11.92 hrs Surf.Area= 6 sf Storage= 9 cf Plug -Flow detention time= 0.3 min calculated for 0.050 of (100% of inflow) Center -of -Mass det. time= 0.3 min ( 763.3 - 763.0 ) Volume Invert Avail.Storage Storage Description #1 931.70' 216 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.70 6 0 0 935.30 6 22 22 935.40 87 5 26 935.50 174 13 39 935.60 218 20 59 935.70 305 26 85 935.80 392 35 120 935.90 479 44 163 936.00 566 52 216 Device Routing Invert Outlet Devices #1 Primary 931.70' 6.0" x 61.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 929.97' S= 0.02847 Cc= 0.900 n= 0.010 PVC, smooth interior #2 Primary 935.80' 10.0' long x 3.0' 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 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 Primary OutFlow Max=1.06 cfs @ 11.92 hrs HW=933.22' (Free Discharge) 11=Culvert (Inlet Controls 1.06 cfs @ 5.4 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) proposed Type/1 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 6 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Pond P3: Onsite Pond Inflow Area = 1.154 ac, Inflow Depth = 2.19" for 2-yr event Inflow = 4.04 cfs @ 11.97 hrs, Volume= 0.211 of Outflow = 0.56 cfs @ 12.21 hrs, Volume= 0.211 af, Atten= 86%, Lag= 14.5 min Primary = 0.56 cfs @ 12.21 hrs, Volume= 0.211 of Routing by Stor-Ind method, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs / 2 Starting Elev= 934.50' Surf.Area= 11,683 sf Storage= 11,142 cf Peak Elev= 934.85' @ 12.21 hrs Surf.Area= 12,493 sf Storage= 15,322 cf (4,181 cf above start) Flood Elev= 936.00' Surf.Area= 19,011 sf Storage= 33,209 cf (22,067 cf above start) Plug -Flow detention time= (not calculated: initial storage excedes outflow) Center -of -Mass det. time= 126.4 min ( 900.6 - 774.2 ) Volume Invert Avail Storage Storage Description #1 931.00' 33,209 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.00 826 0 0 932.00 1,841 1,334 1,334 933.00 2,922 2,382 3,715 934.00 4,060 3,491 7,206 934.50 11,683 3,936 11,142 935.00 12,854 6,134 17,276 936.00 19,011 15,933 33,209 Device Routing Invert Outlet Devices #1 Primary 932.67' 12.0" x 79.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 931.88' S= 0.0100 T Cc= 0.900 n= 0.013 Concrete sewer w/manholes & inlets #2 Device 1 935,40' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2,80 2.92 3.08 3.30 3.32 #3 Device 1 934.50' 6.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 PrimaryOutFlow Max=0.56 cfs @ 12.21 hrs HW=934.85' (Free Discharge) t1=Culvert (Passes 0.56 cfs of 4.43 cfs potential flow) t2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 3=orifice/Grate (Orifice Controls 0.56 cfs @ 2.8 fps) Link 1 L: Mirl Inflow Area = 0.461 ac, Inflow Depth = 1.41" for 2-yr event Inflow = 1.07 cfs @ 11.92 hrs, Volume= 0.054 of Primary = 1.07 cfs @ 11.92 hrs, Volume= 0.054 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs proposed Type // 24-hr 2-yr Rainfall=2.70" Prepared by Alliant Engineering, Inc. Page 7 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Link 2L: Car Wash Pond Inflow Area = 1.244 ac, Inflow Depth = 2.05" for 2-yr event Inflow = 0.56 cfs @ 12,16 hrs, Volume= 0.213 of Primary = 0.56 cfs @ 12.16 hrs, Volume= 0.213 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Link 3L: Total Inflow Area = 1.893 ac, Inflow Depth = 1.85" for 2-yr event Inflow = 2.04 cfs @ 11.93 hrs, Volume= 0.292 of Primary = 2.04 cfs @ 11.93 hrs, Volume= 0.292 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs proposed Type 1124-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 8 HydroCAM 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Time span=0.00-55.00 hrs, dt=0.01 hrs, 5501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 0-2: Offsite SE Runoff Area=3,939 sf Runoff Depth=0.86" Flow Length=44' Tc=6.1 min CN=61 Runoff=0.13 cfs 0.007 of Subcatchment 0-1: Offsite N Runoff Area=9,088 sf Runoff Depth=0.86" Flow Length=107' Tc=12.7 min CN=61 Runoff=0.22 cfs 0.015 of Subcatchment P-1: North Parking Runoff Area=11,006 sf Runoff Depth=3.75" Flow Length=122' Tc=1.8 min CN=97 Runoff=1.66 cfs 0.079 of Subcatchment P-2: South Parking Runoff Area=40,528 sf Runoff Depth=3.75" Flow Length=445' Tc=6.3 min CN=97 Runoff=5.32 cfs 0.291 of Subcatchment P-3: Pond Sub Runoff Area=9,738 sf Runoff Depth=2.73" Flow Length=70' Tc=3.8 min CN=87 Runoff=1.14 cfs 0.051 of Subcatchment W-1: Wetland Runoff Area=8,181 sf Runoff Depth=2.92" Flow Length=16' Tc=4.7 min CN=89 Runoff=0.98 cfs 0.046 of Pond P1: 2X3 BOX Peak Elev=935.16' Storage=21 cf Inflow=1.66 cfs 0.079 of Outflow=1.64 cfs 0.079 of Pond P3: Onsite Pond Peak Elev=935.05' Storage=17,991 cf Inflow=6.39 cfs 0.342 of Outflow=0.70 cfs 0.342 of Link 1L: MnDOT Inflow=1.71 cfs 0.094 of Primary=1.71 cfs 0.094 of Link 2L: Car Wash Pond Inflow=0.77 cfs 0.348 of Primary=0.77 cfs 0.348 of Link 3L: Total Inflow=3.31 cfs 0.488 of Primary=3.31 cfs 0.488 of Total Runoff Area = 1.893 ac Runoff Volume = 0.488 of Average Runoff Depth = 3.09" proposed Type 11 24-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 9 HydroCADS 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment 0-2: Offsite SE Runoff = 0.13 cfs @ 11.99 hrs, Volume= 0.007 af, Depth= 0.86" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN Description 3,939 61 >75% Grass cover, Good, HSG B Tc Length Slope un) (feet) (ft/ft) 6.1 44 0.0400 Description 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment 0-1: Offsite N Runoff = 0.22 cfs @ 12.07 hrs, Volume= 0.015 af, Depth= 0.86" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN Description 9,088 61 >75% Grass cover, Good, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.7 107 0.0380 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment P-1: North Parking Runoff = 1.66 cfs @ 11.92 hrs, Volume= 0.079 af, Depth= 3.75" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN Description 10,715 98 Paved parking & roofs 291 61 >75% Grass cover, Good, HSG B 11,006 97 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.8 122 0.0139 1.1 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" proposed Type 11 24-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 10 HydroCAD® 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment P-2: South Parking Runoff = 5.32 cfs @ 11.97 hrs, Volume= 0,291 af, Depth= 3.75" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0,00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN Description 14,512 98 building 25,097 98 parking 919 61 >75% Grass cover. Good. HSG B 40,528 97 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft1ft) (fUsec) (cfs) 1.5 106 0.0163 1.2 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" 4.8 339 0.0033 1.2 Shallow Concentrated Flow, Paved Kv= 20.3 fps 6.3 445 Total Subcatchment P-3: Pond Sub Runoff = 1.14 cfs @ 11.95 hrs, Volume= 0.051 af, Depth= 2.73" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (so CN Description 6,504 100 Pond 3.234 61 >75% Grass cover. Good. HSG B 9,738 87 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (fUsec) (cfs) 3.8 70 0.3333 0.3 Sheet Flow, Grass: Dense n= 0,240 P2= 2.70" Subcatchment W-1: Wetland Runoff = 0.98 cfs @ 11.96 hrs, Volume= 0.046 af, Depth= 2.92" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 10-yr Rainfall=4.10" Area (sf) CN 5,813 100 Wetland Edge 2,368 61 >75% Grass cover, Good, HSG B 8,181 89 Weighted Average proposed Type 11 24-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 11 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.7 16 0.0100 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Pond P1: 2X3 BOX Inflow Area = 0.253 ac, Inflow Depth = 3.75" for 10-yr event Inflow = 1.66 cfs @ 11.92 hrs, Volume= 0.079 of Outflow = 1.64 cfs @ 11.93 hrs, Volume= 0.079 af, Atten= 2%, Lag= 0.4 min Primary = 1.64 cfs @ 11.93 hrs, Volume= 0.079 of Routing by Stor-Ind method, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 935.16' @ 11.93 hrs Surf.Area= 6 sf Storage= 21 cf Plug -Flow detention time= 0.3 min calculated for 0.079 of (100% of inflow) Center -of -Mass det. time= 0.2 min (752.6 - 752.4 ) Volume Invert Avail Storage Storage Description #1 931.70' 216 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.70 6 0 0 935.30 6 22 22 935.40 87 5 26 935.50 174 13 39 935.60 218 20 59 935.70 305 26 85 935.80 392 35 120 935.90 479 44 163 936.00 566 52 216 Device Routing Invert Outlet Devices #1 Primary 931.70' 6.0" x 61.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 929.97' S= 0.0284 7' Cc= 0.900 n= 0.010 PVC, smooth interior #2 Primary 935.80' 10.0' long x 3.0' 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 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 Primary OutFlow Max=1.63 cfs @ 11.93 hrs HW=935.13' (Free Discharge) �1=Culvert (Barrel Controls 1.63 cfs @ 8.3 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) proposed Type 11 24-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 12 HydroCADO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Pond P3: Onsite Pond Inflow Area = 1.154 ac, Inflow Depth = 3.55" for 10-yr event Inflow = 6.39 cfs @ 11.96 hrs, Volume= 0.342 of Outflow = 0.70 cfs @ 12.30 hrs, Volume= 0.342 af, Atten= 89%, Lag= 20.4 min Primary = 0.70 cfs @ 12.30 hrs, Volume= 0.342 of Routing by Stor-Ind method, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs / 2 Starting Elev= 934.50' Surf.Area= 11,683 sf Storage= 11,142 cf Peak Elev= 935.05' @ 12.30 hrs Surf.Area= 13,192 sf Storage= 17,991 cf (6,849 cf above start) Flood Elev= 936.00' Surf.Area= 19,011 sf Storage= 33,209 cf (22,067 cf above start) Plug -Flow detention time= 650.9 min calculated for 0.086 of (25% of inflow) Center -of -Mass det. time= 134.6 min ( 898.2 - 763.5 ) Volume Invert Avail Storage Storage Description #1 931.00' 33,209 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.00 826 0 0 932.00 1,841 1,334 1,334 933.00 2,922 2,382 3,715 934.00 4,060 3,491 7,206 934.50 11,683 3,936 11,142 935.00 12,854 6,134 17,276 936.00 19,011 15,933 33,209 Device Routing Invert Outlet Devices #1 Primary 932.67' 12.0" x 79.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 931.88' S= 0.0100 T Cc= 0.900 n= 0.013 Concrete sewer w/manholes & inlets #2 Device 1 935.40' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Device 1 934.50' 6.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 Primary OutFlow Max=0.70 cfs @ 12.30 hrs HW=935.05' (Free Discharge) tTCulvert (Passes 0.70 cfs of 4.66 cfs potential flow) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 3=Orifice/Grate (Orifice Controls 0.70 cfs @ 3.6 fps) Link 1 L: MnDOT Inflow Area = 0.461 ac, Inflow Depth = 2.45" for 10-yr event Inflow = 1.71 cfs @ 11.93 hrs, Volume= 0.094 of Primary = 1.71 cfs @ 11.93 hrs, Volume= 0.094 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs proposed Type Il 24-hr 10-yr Rainfall=4.10" Prepared by Alliant Engineering, Inc. Page 13 HydroCAD®7 10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Link 2L: Car Wash Pond Inflow Area = 1.244 ac, Inflow Depth = 3.36" for 10-yr event Inflow = 0.77 cfs @ 12.02 hrs, Volume= 0.348 of Primary = 0.77 cfs @ 12.02 hrs, Volume= 0.348 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Link 3L: Total Inflow Area = 1.893 ac, Inflow Depth = 3.09" for 10-yr event Inflow = 3.31 cfs @ 11.94 hrs, Volume= 0.488 of Primary = 3.31 cfs @ 11.94 hrs, Volume= 0.488 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs proposed Type ll 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 14 HydroCAD®7 10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Time span=0.00-55.00 hrs, dt=0.01 hrs, 5501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 0-2: Offsite SE Runoff Area=3,939 sf Runoff Depth=1.94" Flow Length=44' Tc=6.1 min CN=61 Runoff=0.31 cfs 0.015 of Subcatchment 0-1: Offsite N Runoff Area=9,088 sf Runoff Depth=1.94" Flow Length=107' Tc=12.7 min CN=61 Runoff=0.55 cfs 0.034 of Subcatchment P-1: North Parking Runoff Area=11,006 sf Runoff Depth=5.54" Flow Length=122' Tc=1.8 min CN=97 Runoff=2.41 cfs 0.117 of Subcatchment P-2: South Parking Runoff Area=40,528 sf Runoff Depth=5.54" Flow Length=445' Tc=6.3 min CN=97 Runoff=7.71 cfs 0.430 of Subcatchment P-3: Pond Sub Runoff Area=9,738 sf Runoff Depth=4.42" Flow Length=70' Tc=3.8 min CN=87 Runoff=1.79 cfs 0.082 of Subcatchment W-1: Wetland Runoff Area=8,181 sf Runoff Depth=4.64" Flow Length=16' Tc=4.7 min CN=89 Runoff=1.51 cfs 0.073 of Pond P1: 2X3 BOX Peak Elev=935.86' Storage=147 cf Inflow=2.41 cfs 0.117 of Outflow=2.16 cfs 0.117 of Pond P3: Onsite Pond Peak Elev=935.31' Storage=21,545 cf Inflow=9.39 cfs 0.512 of Outflow=0.85 cfs 0.512 of Link 1L: MnDOT Inflow=2.47 cfs 0.150 of Primary=2.47 cfs 0.150 of Link 2L: Car Wash Pond Inflow=1.07 cfs 0.527 of Primary=1.07 cfs 0.527 of Link 3L: Total Inflow=4.95 cfs 0.750 of Primary=4.95 cfs 0.750 of Total Runoff Area = 1.893 ac Runoff Volume = 0.750 of Average Runoff Depth = 4.75" proposed Type lI 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 15 HydroCADS 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment 0-2: Offsite SE Runoff = 0.31 cfs @ 11.98 hrs, Volume= 0.015 af, Depth= 1.94" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 3,939 61 >75% Grass cover, Good, HSG B Tc Length Slope iin) (feet) (ft/ft) 6.1 44 0.0400 Velocity Capacity Description 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment 0-1: Offsite N Runoff = 0.55 cfs @ 12.06 hrs, Volume= 0.034 af, Depth= 1.94" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 9,088 61 >75% Grass cover, Good, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.7 107 0.0380 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment P-1: North Parking Runoff = 2.41 cfs @ 11.92 hrs, Volume= 0.117 af, Depth= 5.54" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 10,715 98 Paved parking & roofs 291 61 >75% Grass cover, Good, HSG B 11,006 97 Weighted Average Tc Length Slope Velocity Capacity Description 1.8 122 0.0139 1.1 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" proposed Type // 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 16 HydroCAD®7 10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Subcatchment P-2: South Parking Runoff = 7.71 cfs @ 11.97 hrs, Volume= 0.430 af, Depth= 5.54" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 14,512 98 building 25,097 98 parking 919 61 >75% Grass cover, Good, HSG B 40,528 97 Weighted Average Tc Length Slope Velocity iin) (feet) (ft/ft) (ft/sec) 1.5 106 0.0163 1.2 4.8 339 0.0033 1.2 6.3 445 Total Description Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" Shallow Concentrated Flow, Paved Kv= 20.3 fos Subcatchment P-3: Pond Sub Runoff = 1.79 cfs @ 11.94 hrs, Volume= 0.082 af, Depth= 4.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type 11 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 6,504 100 Pond 3,234 61 >75% Grass cover, Good HSG B 9,738 87 Weighted Average Tc Length Slope Velocity iin) (feet) (fUft) (fUsec) 3.8 70 0.3333 0.3 Description Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Subcatchment W-1: Wetland Runoff = 1.51 cfs @ 11.95 hrs, Volume= 0.073 af, Depth= 4.64" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Type II 24-hr 100-yr Rainfall=5.90" Area (sf) CN Description 5,813 100 Wetland Edge 2,368 61 >75% Grass cover, Good, HSG B 8,181 89 Weighted Average proposed Type/1 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 17 HydroCADO 7.10 s/n 001427 0 2005 HydroCAD Software Solutions LLC 8/30/2006 Tc Length Slope nin) (feet) (ft/ft) 4.7 16 0.0100 Description 0.1 Sheet Flow, Grass: Dense n= 0.240 P2= 2.70" Pond P1: 2X3 BOX Inflow Area = 0.253 ac, Inflow Depth = 5.54" for 100-yr event Inflow = 2.41 cfs @ 11.92 hrs, Volume= 0.117 of Outflow = 2.16 cfs @ 11.94 hrs, Volume= 0.117 af, Atten= 10%, Lag= 1.4 min Primary = 2.16 cfs @ 11.94 hrs, Volume= 0.117 of Routing by Stor-Ind method, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 935.86' @ 11.94 hrs Surf.Area= 448 sf Storage= 147 cf Plug -Flow detention time= 0.5 min calculated for 0.117 of (100% of inflow) Center -of -Mass det. time= 0.4 min ( 745.0 - 744.6 ) Volume Invert Avail Storage Storage Description #1 931.70' 216 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.70 6 0 0 935.30 6 22 22 935.40 87 5 26 935.50 174 13 39 935.60 218 20 59 935.70 305 26 85 935.80 392 35 120 935.90 479 44 163 936.00 566 52 216 Device Routing Invert Outlet Devices #1 Primary 931,70' 6.0" x 61.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 929.97' S= 0.0284 T Cc= 0.900 n= 0.010 PVC, smooth interior #2 Primary 935.80' 10.0' long x 3.0' 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 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 Primary OutFlow, Max=2.13 cfs @ 11.94 hrs HW=935.86' (Free Discharge) t1=Culvert (Barrel Controls 1.75 cfs @ 8.9 fps) 2=13road-Crested Rectangular Weir (Weir Controls 0.38 cfs @ 0.6 fps) proposed Type I/ 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 18 HydroCADO 7.10 s/n 001427 @ 2005 HydroCAD Software Solutions LLC 8/30/2006 Pond P3: Onsite Pond Inflow Area = 1.154 ac, Inflow Depth = 5.33" for 100-yr event Inflow = 9.39 cfs @ 11.96 hrs, Volume= 0.512 of Outflow = 0.85 cfs @ 12.42 hrs, Volume= 0.512 af, Atten= 91%, Lag= 27.3 min Primary = 0.85 cfs @ 12.42 hrs, Volume= 0.512 of Routing by Stor-Ind method, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs / 2 Starting Elev= 934,50' Surf.Area= 11,683 sf Storage= 11,142 cf Peak Elev= 935.31' @ 12.42 hrs Surf.Area= 14,758 sf Storage= 21,545 cf (10,403 cf above start) Flood Elev= 936.00' Surf.Area= 19,011 sf Storage= 33,209 cf (22,067 cf above start) Plug -Flow detention time= 455.2 min calculated for 0.256 of (50% of inflow) Center -of -Mass det. time= 149.9 min ( 905.3 - 755.4 ) Volume Invert Avail Storage Storage Description #1 931.00' 33,209 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.00 826 0 0 932.00 1.841 1,334 1,334 933.00 2,922 2,382 3,715 934.00 4,060 3,491 7,206 934.50 11,683 3,936 11,142 935.00 12,854 6,134 17,276 936.00 19,011 15,933 33,209 Device Routing Invert Outlet Devices #1 Primary 932.67' 12.0" x 79.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 931.88' S= 0.0100 7' Cc= 0.900 n= 0.013 Concrete sewer w/manholes & inlets #2 Device 1 935.40' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Device 1 934.50' 6.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 PrimaryOutFlow Max=0.85 cfs @ 12.42 hrs HW=935.31' (Free Discharge) t-1=Culvert (Passes 0.85 cfs of 4.92 cfs potential flow) 12=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 3=Orifice/Grate (Orifice Controls 0.85 cfs @ 4.3 fps) Link 1L: MnDOT Inflow Area = 0.461 ac, Inflow Depth = 3.91" for 100-yr event Inflow = 2.47 cfs @ 11.95 hrs, Volume= 0.150 of Primary = 2.47 cfs @ 11.95 hrs, Volume= 0.150 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs proposed Type/1 24-hr 100-yr Rainfall=5.90" Prepared by Alliant Engineering, Inc. Page 19 HydroCADOO 7.10 s/n 001427 © 2005 HydroCAD Software Solutions LLC 8/30/2006 Link 2L: Car Wash Pond Inflow Area = 1.244 ac, Inflow Depth = 5.08" for 100-yr event Inflow = 1.07 cfs @ 12.00 hrs, Volume= 0.527 of Primary = 1.07 cfs @ 12.00 hrs, Volume= 0.527 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Link 3L: Total Inflow Area = 1.893 ac, Inflow Depth = 4.75" for 100-yr event Inflow = 4.95 cfs @ 11.95 hrs, Volume= 0,750 of Primary = 4.95 cfs @ 11.95 hrs, Volume= 0.750 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-55.00 hrs, dt= 0.01 hrs Area [sqft] Peak Runoff [cfs] Runoff Volume [ac-ft] DRAINAGE AREA Impervious Green Total 2-yr 10-yr 100-yr 2-yr 10-yr 100-yr 0-1 2012 17296 19308 0.23 0.82 1.78 0.014 0.040 0.084 0-2 11737 11737 0.07 0.37 0.89 0.006 0.019 0.044 E-1 22245 4380 26625 1.87 3.10 4.66 0.096 0.164 2.530 O E-2 7200 2225 9425 0.68 1.17 1.80 0.029 0.053 0.084 c a W-1 15386 15386 0.83 1.55 2.50 0.039 0.075 0.124 x TOTAL 31457 51024 82481 2.53 4.62 7.64 0.184 0.351 0.588 MnDOT 24257 21676 45933 1.08 1.69' 2.68 0.110 0.204 0.337 CAR WASH POND 7200 13962 21162 0.70 1.46 2.57 0.035 0.072 0.127 WETLAND 0 15386 15386 0.83 1.55 2.50 0.039 0.075 0.124 0-1 9088 9088 0.04 0.22 0.55 0.004 0.015 0.034 0-2 3939 3939 0.03 0.13 0.31 0.002 0.007 0.015 P-1 10715 291 11006 1.08 1.66 2.41 0.050 0.079 0.117 P-2 39609 919 40528 3.44 5.32 7.71 0.183 0.291 0.430 c P-3 9738 9738 0.64 1.14 1.79 0.028 0.051 0.082 o- W_1 8181 8181 0.56 0.98 1.51 0.026 0.046 0.073 0 a` TOTAL 50324 32157 82481 2.04 3.31 4.95 0.292 0.488 0.750 MnDOT 10715 9379 20094 1.07 1.71' 2.47 0.054 0.094 0.150 CAR WASH POND 39609 14597 54206 0.56 0.77 1.07 0.213 0.348 0.527 WETLAND 0 8181 8181 0.56 0.98 1.51 0.026 0.046 0.073 RUNOFF CHECK POND PROPOSED<EXISTING NWL 934.50 2-yr 10-yr 100-yr 2-yr HWL 934.85 TOTAL OK OK OK 10-yr HWL 935.05 MnDOT OK EDIT OK 100-yr HWL 935.31 CAR WASH POND OK OK OK WETLAND OK OK OK RUNOFF DECREASE [cfs] 2-yr 10-yr 100-yr TOTAL 0.49 1.31 2.69 MnDOT 0.01 -0.02 0.21 CAR WASH POND 0.14 0.69 1.50 WETLAND 0.27 0.57 0.99 SITE AREA EXISTING PROPOSED IMPERVIOUS 31457 50324 SF 0.72 1.16 AC 38% 61% PERVIOUS 51024 32157 SF 1.17 0.74 AC 62% 39% TOTAL 82481 82481 SF 1.89 1.89 AC DIFFERENCE [PRE/POST] 0.00 INCREASED IMPERVIOUS 0.43 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 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 8/28/06 06-28 Interim Use Permit 06-28 1560 Bluff Creek Drive 1 7/10/06 06-24 Site Plan Permit 06-24 (Abra Auto Body - Lot 1, Block 1, Chan Haven Plaza 3`d Addition THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO: Zumbro River Constructors John Klingelhutz Henry Cornelius ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: copies for approval copies for distribution corrected prints N enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN STIR PLAN PERMrT # 06-24 SPECIAL PROVISIONS AGREEMENT dated July 10, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Abra Auto Body - Chanhassen, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 14,430 square -foot expansion to a 4,074 square -foot building (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Chan Haven Plaza 3'a Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Perrot, the written terms shall control. The plans are: Plan A —Site Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. Plan B— Grading Plan dated May 19, 2006, prepared by Alhant Engineering, Inc. Plan C--Landscaping Plan dated May 19, 2006, prepared by Alliant Engineering, Inc. Plan D--Utility Plans dated May 19, 2006, prepared by Alliant Engineering, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2007. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $2,500.00 (erosion control). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certiofied mail at the following address: Mr. Henry Cornelius Abra Auto Body - Chanhassen 6322 Timber Trail Minneapolis, MN 55439 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. Planning Case #06-24 for Site Plan approval for a 14,430 square -foot expansion to a 4,074 square -foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06, subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The addition is required to have an automatic fire extinguishing system. c. The plans must be prepared and signed by design professionals licensed in the State of Minnesota d. The expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). e. A separate sign permit shall be required for each sign proposed on the site. f. The lighting must be shielded to prevent off -site glare. g. The builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. h. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Trees with less than 60% canopy shall be replaced before landscaping financial guarantees are released. i. Mechanical equipment must be screened. No wooded fences are permitted on the roof. j. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) shall be maintained around Wetland A. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a 40- foot setback from the edge of the wetland buffer. k. A temporary cover of mulch and temporary seed shall be in place within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. 1. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs shall be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. in. Plans shall include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. n. All perimeter controls and inlet protections shall remain in place until 70% of the area is permanently protected by vegetative cover. o. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project shall also be protected. p. The proposed silt fence along Wetland A shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of 4 the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5-foot wetland buffer. All perimeter controls shall be inspected by the city and the SWCD prior to grading. q. The applicant shall make certain that all construction equipment uses the entire length of the rock construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. r. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their storm water infrastructure), Minnesota Department of Health, and comply with their conditions of approval. s. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. t. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. u. The existing service must be abandoned at the main. v. The wet tap must occur outside the operating hours of the businesses which access the private drive. w. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap.- 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. STATE OF MINNESOTA (ss COUNTY OF CARVER CITY OF CHANHASSEN BY: +� Furlong, Mayor Gerhardt, City Manager DEVELOPER: BY: �n/(L Y CoP2►�� t-t w S Its OcJN�(Z �Dc`�fer�rb'(Z �r The foregoing instrument was acknowledged before me this*day oe, 2006, 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 _ NOTARY PUBLI KIM:P! EUWigSq�Notaryic-MinnesptaMy Cwnml giirag Jen 91, =0 STATE OF MINNFSOTA (ss. COUNTY OF 041✓ie'" The foregoinginstrument was acknowledged before me this �? 5 day of 2006 by k4 a i ► n r k u.5 (Developer). DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 7 NOTARY PUBLIC COLLEEN K. MARTINO NotaryPublic-Minnesota �+ �;. Aly Co lsslon Expires Jen 31. 2010 C1TY OF CHANHASSEN YY :. : u11 GENERAL CONDITION 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 93 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 authroize 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 Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default, In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 10 H. Recording. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy- J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too 11 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. 12 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, 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 ned by them. Dated this 2-5 day of . , 2006 B 0 ti 4 (n/Ky CC71W t,l V- s STATE OF MINNESOTA ) (ss COUNTY OF lam, r vff ) The foregoing instrument was acknowledged before me this t25 day of AS , 2006,by DRAHED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanh.,ver., MN 55317 (952)227-1100 13 NOTARY PUBLIC COLLEEN K. MARTINO Notary Publinnesota My cwmissbn Expires Jan 31, 2010 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 Xl� day of , 2006. STATE OF MINNESOTA ) (ss. COUNTY O✓�) The 2006, by _ DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 14 before me this Z day of Status Report 6/1/07 plan.OR2 Jul 2000 U,m 2000 to r 2000 S m T W T F m T W T F S S M T W T F S j 1 2 3 4 1 2 ..S -.4 ... dY T .. Ta YU1 11; 4 5 6 8 9 : IF f YFU, Y4 la 14 19 -16 17 18 1vi 12 13 14 15 16 17 18 19 m 21122 20 2122 23 24 25 26 its 16 126*21 22 23 29 24 25 26 27 28 24 2T �6 2029 ji 24 ff,v-n 28 w 30 311 ........... Q,f Securities [Start Due S p Category Desorption j 6/1107 6/30/07 F Escrows 0 Cash Escrow ABRA Auto Body Planning Case 06-24 Site Plan Agreement $2,500 for Erosion Control Received 8128ft from Henry Cornelius Check #1079 Notify Robert Generous b9,MWII40M s-semr-pnrfty *CAW" Pst C40-Z4 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/31/2006 2:38 PM Receipt No. 0020285 CLERK: katie PAYEE: HENRY CORNELIUS 6322 TIMBER TRAIL EDINA MN 55439 PLANNING CASE 06-24 ABRA AUTO BODY ------------------------------------------------------- Erosion Escrow 2,500.00 Total 2,500.00 Cash Check 1078 Change 0.00 2,500.00 0.00 SCANNED X;R AUTO BODY A GLASS East Front Elevation North Highway 5 Elevation CAP% mmm East Front Elevation North Highway 5 Elevation West Back Elevation AUTO BODY A GLASS CITY OF MEMORANDUM CHMSENTO: Bob Generous, Senior Planner noo Market Boulevard PO Box 147 FROM: Alyson Fauske, Assistant City Engineer Chanhassen, MN 55317 DATE: June 20, 2006 Administration Phone: 952.227.1100 Fax:952.227.1110 SUBJ: Review of Conditional Use Permit for ABRA Auto Body and Glass - Planning Case No. 06-24 Building Inspections Phone: 952.227,1180 Fax 952.227.1190 GRADING AND DRAINAGE Engineering Phone: 952.227.1160 Fax:952.227.1170 The developer proposes to keep the existing building and regrade the remainder of the site to accommodate a new paved surface. The impervious surface coverage Finance Phone. 952227.1140 on the site will be slightly increased. The developer's engineer must verify that Fax:952.227.1110 the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. Park a Recreation Phone: 952.227.1120 Fax:952.227.1110 The developer's engineer must submit data showing that the proposed runoff rate Recreation Center and volume to the existing storm sewer on the north side of the site will not 2310 Coulter Boulevard exceed the existing rate and volume. Phone: 952.227.1400 Fax: 952.227,1404 STREETS AND SITE CIRCULATION Planning 8 Natural Resources Phone: 952.227.1130 Site access will still be via the private drive which extends from Lake Drive East. Fax:952.227.1110 The access aligns with the car wash access to the south. Public Works 1591 Park Road The pavement width throughout the site is based on the turning radius Phone: 952227.1300 requirements for vehicles that will service the business, such as garbage truck and Fax:952227,1310 delivery vehicles. Senior Center Phone:952.227.1125 UTILITIES Fax 952.227.1110 Web site The developer proposes to wet tap the existing 6-inch watermain within the www.o.chanhassen.mn.us private drive. The developer must obtain the necessary approvals from the adjacent property owner for disturbing the private drive. The existing service must be abandoned at the main. The wet tap must occur outside the operating hours of the businesses which access the private drive. The business hours noted on June 5, 2006 are as follows: The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Bob Generous June 20, 2006 Page 2 Car Wash: Monday — Friday 7:30 am — 8 pm Saturday 8 am — 6 pm Sunday 10 am — 5 pm Goodyear: Monday — Friday 7 am — 8 pm Saturday 7:30 am — 5 pm ABRA: Monday — Friday 8 am — 6 pm Saturday 9 am — 12 pm Based on these observations, the wet tap must occur outside of the construction hours allowed by City Ordinance. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap. Sanitary sewer service to the proposed building addition will be extended from the existing service within the site. RECOMMENDATION Engineering recommends approval of the ABRA Conditional Use Permit subject to the following: 1. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. 2. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. 3. The existing service must be abandoned at the main. 4. The wet tap must occur outside the operating hours of the businesses which access the private drive. 5. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap. c: Paul Oehme, Public Works Director/City Engineer GAENG\CUMABRA 06-20-06.dm ma`""ES°>qti° Minnesota Department of Transportation ��iy e`Wo Metropolitan District JUN 15 2006 +ro,�P Waters Edge 1500 West County Road B-2 t ITY OF CHANHASSEN Roseville MN 55113-3174 June 13, 2006 Sharmeen AI-Jaff Senior Planner — City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 SUBJECT: ABRA Auto Body and Glass, Mn/DOT Review #S06-055 South of TH 5, east of Dakota Ave E. Chanhassen, Carver County Control Section: 1002 Dear Ms. Al-Jaff: Thank you for the opportunity to review the above referenced plat that our agency received May XX, 2006. In accordance with Minnesota Statute 505.03, subdivision 2, Plats Mn/DOT staff has reviewed the proposed plans and has the following comments. Please address these comments prior to further development. Drainage: A Mn/DOT Drainage permit will be required. It should be noted that there is a major existing storm conveyance pipe and an inlet near the TH5 right of way located just west of the site's east property line. The pipe is not show in the proposed plans. The pipe system flows south through this property. In addition, the inlet also has pipe flow that comes from the north. The project developer will need to include in the permit submittal before/after hydraulic computations for both the 10 and 100 year rainfall events verifying that all existing drainage patterns and systems affecting Mn/DOT right of way will be perpetuated. This should include submittal of existing and proposed drainage area maps with directional flow arrows and related hydrologic and hydraulic computations. Please contact Byrce Fossand at (651-634-2408 ) in Mn/DOT's Water Resources with any questions regarding this issue. Permits: As noted above, a drainage permit will be required. Any use of or work impacting Mn/DOT right of way requires a permit. Permit forms are available from MnDOT's utility website at www.dot.state.mn.us/tecM/utility . Please direct any questions regarding permit requirements to Buck Craig (651-582-1447) of MnDOT's Metro Permits Section. Thank you again for this opportunity to review these development plans. Please address all initial future correspondence for development activity such as plats and site plans to: Development Review Coordinator Mn/DOT - Metro Division Waters Edge 1500 West County Road B-2 Roseville, Minnesota 55113 An equal opportunity employer Mn/DOT document submittal guidelines require three (3) complete copies of plats and two (2) copies of other review documents including site plans. Failure to provide three (3) copies of a plat and/or two (2) copies of other review documents will make a submittal incomplete and delay Mn/DOT's 30-day review and response process to development proposals. If you have the Property Id # available, please include that with the submitted materials. We appreciate your anticipated cooperation in providing the necessary number of copies, as this will prevent us from having to delay and/or return incomplete submittals. If you have any questions regarding this review please feel free to contact me at (651) 582-1378. Sincerely, rigid Senior Planner Copy: Dennis Olmstead / Alliant Engineering Roger Gustafson / Carver County Engineer MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: May 24, 2006 SUBJ: "ABRA Auto Body & Glass" - Review for Conditional Use Permit and Site plan Review for 14,430 sq. ft. expansion to a 4,074 sq. ft. existing building at 60 Lake Drive East housing an automobile body repair shop. Planning Case: 06-24 I have reviewed the plans for the above building addition received by the Planning Department on May 22, 2006. Following are my comments, which should be included as conditions of approval. 1. The addition is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341 required). 4. Detailed occupancy and building area related code requirements cannot be reviewed until further information is provided. 5. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. G:\plan\2006 planning cases\06-24 ABRAUildingofficialcomments.doc Location Map AB RA Auto Body & Glass 60 Lake Drive East Planning Case No. 06-24 �o. �8th Street Sate Hwy No. 5 Subject Property 0 D CD Lake Drive East Che e hne m 0 w el fD ota Sp < Cir CD City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 Date: May 22, 2006 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: ABRA AUTO BODY & GLASS — Request for a Conditional Use Permit for an automobile body repair shop and site plan review for 14,430 square -foot expansion to a 4,074 square -foot building on 1.89 acres located at 60 Lake Drive East, property zoned Highway Business District — Planning Case 06-24. Applicant: Abra Auto Body — Chanhassen. The above -described application for approval of a land development proposal was filed with the Chanhassen Planning Department on May 19, 2006. The 60-day review period ends July 18, 2006. 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 June 20, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than June 9, 2006. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District I 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. Mmnehaha Creek 9. Telephone Company (Owes t or SprintfUnited) 10. Electric Company (Xcel Err or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Abra Auto Body — Chanhassen for a Conditional Use Permit for an automobile body repair shop and site plan review for a 14,430 square -foot expansion to a 4,074 square -foot building on 1.89 acres. On June 20, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Abra Auto Body — Chanhassen for a site plan review for the property located at 60 Lake Drive East. The Planning Commission conducted a public hearing on the proposed site plan was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway Business District, BH. 2. The property is guided by the Land Use Plan for commercial use. 3. The legal description of the property is: Lot 1, Block 1, Chan Haven Plaza Yd Addition. 4. Site Plan: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Is consistent with the site plan requirements; c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creates a functional and harmonious design for structures and site features, with special attention to the following: SCANNED v� 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. Conditional Use Permit: a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. Will not be hazardous or disturbing to existing or planned neighboring uses. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. k. Will not depreciate surrounding property values. 1. Will meet standards prescribed for certain uses as provided in this article 6. The planning report #06-24 dated June 20, 2006, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit and site plan review. ADOPTED by the Chanhassen Planning Commission this 201h day of June, 2006. CHANHASSEN PLANNING o(0-;)I CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.06-24 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, June 20, 2006, 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 a Conditional Use Permit for an automobile body repair shop and Site Plan Review for 14,430 square -foot expansion to a 4,074 square -foot building on 1.89 acres located on property zoned Highway Business District at 60 Lake Drive East — ABRA AUTO BODY & GLASS. Applicant. Abra Auto Body — Chanhassen. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.ustsgg/plan/06-24.htnil or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: beenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on June 8, 2006) SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.06.24 NOTICE IS HEREBY GI V EN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, June 20,2006, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is toconsiderarequestforaConditional Use Permit for an automobile body repair shop and Site Plan Review for 14,430 square -foot expansion to a 4,074 square -foot building on 1.89 acres located on property zoned Highway Business District at 60Iake Drive East - ABRA AUTO BODY & GLASS. Applicant: Abra Auto Body -Chanhassen. A plan showing the location of the proposal is available for public review on the City's web site at www.ei.chanhassen.mn.us/sery/" Dlan/06-24.him1 orat Cityalldurmg regularbusinesshours. Allinterested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (PublishedintheChanhassenVillager on Thursday, June 8, 2006; No. 4675) Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No_y� was published on the date or dazes and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghtjkbnnopgrstuvwxyz Laurie A. Hartmann Subscribed and sworn before me on QM this day of .2006 Notary Public RATE INFORMATION GWEN 61. RADUENZ NOTARY PUBLIC- MBNNESOTA My Cowtss& EVices in 31, 2010 Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ................................ $40.00 per column inch Rate actually charged for the above matter ............................................... $11.51 per column inch SCANNED AUTO BODY & GLASS East Front Elevation North Highwav 5 Elevation West Back Elevation MEMORANDUM TO: Todd Gerhardt, City Manager Cl l l OF FROM: Bob Generous, Senior Planner CgANgASSEN 6 V DATE: July 10, 2006 7700 Market Boulevard PO Box 147 SUBJ: ABRA AUTO BODY & GLASS Conditional Use Permit & Site Chanhassen, MN 55317 Plan Review —Planning Case #06-24 Administration Phone: 952.227.1100 Fax:952.227.1110 EXECUTIVE SUMMARY Building Inspections Phone:952.227.1180 The applicant is requesting a Conditional Use Permit for an automobile body repair Fax: 952.227.1190 shop and site plan review for 14,430 square -foot expansion to a 4,074 square -foot Engineering building. Phone: 952.227,1160 Fax:952.227.1170 ACTION REQUIRED Finance Phone: 952.227.1140 City Council approval requires a majority of City Council present. Fax: 952.227.1110 Park & Recreation PLANNING COMMISSION SUMMARY Phone: 952.227.1120 Fax:952.227.1110 The Planning Commission held a public hearing on June 20, 2006, to review the Recreation Center proposed development. The Planning Commission voted unanimously (6 to 0) to 2310 Coulter approve the proposed project. The Planning Commission had no issues regarding Phane:952.227.1400 Fax:952.227,1404 the project and commended the applicant on the improvements proposed as part of the redevelopment of the property. There were no public comments regarding the Planning & site plan. The Planning Commission minutes are item la of the July 10, 2006, City Natural Resources Phone:952,227.1130 Council packet. Fax: 952.227.1110 RECOMMENDATION Public works 1591 Park Road Phone:952.227.1300 Staff and the Planning Commission recommend adoption of the two motions Fax:952.227,1310 approving the Conditional Use Permit and Site Plan Review as specified on pages Senior Center 9 through 11 in the staff report dated June 20, 2006. Phone: 952.227,1125 Fax:952.227.1110 ATTACHMENTS Web Site www.d.chanhassen.mn.us Planning Commission Staff Report Dated June 20, 2006. gAplan\2006 planning cases\0&24 abraxexecuuve su n nary.dm The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. CITY OF CHANHASSEN STAFF REPORT PC DATE: June 20, 2006 CC DATE: July 10, 2006 REVIEW DEADLINE: July 18, 2006 CASE #: 06-24 BY: AF, RG, LH, ML, JM, JS FE PROPOSAL: ABRA AUTO BODY & GLASS — Request for a Conditional Use Permit for an automobile body repair shop and site plan review for 14,430 square -foot expansion to a 4,074 square -foot building. LOCATION: 60 Lake Drive East APPLICANT: Abra Auto Body — Chanhassen 6322 Timber Trail D Minneapolis, MN 55439 (952)933-9669 PRESENT ZONING: 2020 LAND USE PLAN: ACREAGE: 1.89 acres Highway Business District, BH Commercial DENSITY: F.A.R.0.23 SUMMARY OF REQUEST: Request for a Conditional Use Permit for an automobile body repair shop and site plan review for 14,430 square -foot expansion to a 4,074 square -foot building. 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. Location Map ABRA Auto Body & Glass 60 Lake Drive East Planning Case No. 06-24 �o. �8th street Sate Hwy No. 5 Subject Property 0 D m Lake Drive East J Che en ne qG 0 A� el CD kota Sp < Cir m Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 2 PROPOSAL/SUMMARY The applicant is requesting a conditional use permit to operate an Abra Auto Body and Glass at a site that is used for a Car-X Muffler and Brake Shop (auto services center) and an auto emission testing station. The site is surrounded by the following zonings and uses: N - BH, Highway 5; S - Lake Drive East, BH, vacant, and RSF, single-family homes; E - BH, Abra, Goodyear and car wash; and W - BH, McDonalds. The proposed use would be compatible with the uses immediately adjacent to the site which include auto repair establishments, a car wash and an auto -related restaurant. The proposed development expands on the auto related use of the site as well as Chan Haven Plaza 3 Addition. The applicant may continue to lease space to Car-X within the building. The proposed development will comply with the standards established for auto body repair businesses. The applicant's current operation is open from 8:00 am. to 6:00 p.m. Monday through Friday and 9:00 a.m. to 12:00 p.m. Saturday. Most repairs are completed on the same day and vehicles left overnight are stored in the building. Only vehicles towed in after hours would be stored outside in the area approved for such storage. Staff is recommending approval of the conditional use permit and site plan for the operation of an Abra Auto Body and Glass, on the proposed site subject to the conditions of the staff report. BACKGROUND On January 24, 2000, the Chanhassen City Council approved Conditional Use Permit # 99-5 to permit a Car-X Muffler and Brake. On January 8, 1991, the Chanhassen City Council approved Conditional Use Permit #90-5 approving an emission control testing station in a Highway Business, BH, district; approved Site Plan Review # 90-11 for the emission control testing station; and approved the preliminary and final plat for Chan Haven Plaza P Addition. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Division 2, Conditional Use Permits Section 20-302, Major Auto Repair and Body Shops Chapter 20, Article VI, Wetland Protection Chapter 20, Article XVHI, `BH" Highway and Business Services District Chapter 20, Article XXHI, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 3 GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Size portion Placement The entrance to the building is contained in a glass and aluminum curtain wall enclosure that projects to the east out from the existing building 16 feet as well as above the existing mansard roof one foot. The rear of the building expansion steps out 21.5 feet from the existing structure. 16 gauge silver anodized aluminum fascia and soffit are located above the building entrance and over the reflective insulated glass on the north end of the building. Material and detail The building material consists of 12-inch scored burnished concrete blocks with integral color tan. Three rows of accent bands of 8-inch by 8-inch glazed dark reddish -brown block run along the base of the building. Additionally, 16 accent squares (2 feet 8 inches by 2 feet 8 inches) of glazed blocks are located around the building. All doors and windows are black anodized aluminum with tinted reflective glass. The existing building is two -toned brick. However, the applicant transitions to the expansion area with both the glass curtain wall and an outdoor trash enclosure. Color Building colors include tan brick and block, brown brick, tan scored and burnished block, reddish -brown glazed block, black anodized aluminum window frames and overhead doors with a greenish tinted reflective glass and a dark brown metal cap flashing and mansard metal seam roof. Signage consists of gold letters. Height and Roof Design The height of the glass curtain wall entrance is 25 feet. The top of the existing mansard roof is 24 feet. The top of the parapet wall is 20 feet 8 inches. These elements allow the building to step vertically to add interest to the building. Mechanical equipment must be screened. No wooded fences are permitted on the roof. Facade transparency 50 percent of the first floor elevation that is viewed from Highway 5 consists of 16 gauge silver anodized aluminum fascia and soffit over reflective insulated glass. The west elevation contains a double row of landscaping, one on this site and a second on the McDonald's site. The east elevation consists of the curtain wall entrance, the existing building and the overhead doors to the building. The existing building is not being altered. Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 4 Site Furnishing The developer is providing site landscaping that enhances the appearance of the project. Loading areas, refuse area, etc. Overhead doors are limited to the east and south ends of the building. A trash enclosure is proposed west of the existing building. This area is further screened by the use of evergreens on the south side of the parking lot. The drop off location for damaged vehicles will be limited to the parking stalls in the southwest corner of the lot behind the evergreens. Landscaping The site coverage, at 63 percent hard cover, is two percent below what is permissible under the BH zoning district. The applicant complies with the wetland setbacks. Minimum requirements for landscaping for the Abra Auto Body and Glass development include 2,487 square feet of landscaped area around the parking lot, 10 trees for the parking lot, 5 landscape islands and bufferyard plantings along all property lines. The applicant's proposed as compared to the requirements for all landscape requirements is shown in the following table. Required Proposed Vehicular use landscape area 2,487 s . ft. 30,966 s . ft. green space Trees/vehicular use area: Overstory trees 10 canopy trees 14 canopy trees Islands/peninsulas 5 islands/peninsulas 5 islands/peninsulas Hwy. 5 4 canopy trees 4 canopy bufferyard B — 210' 8 understory trees 8 understory 13 shrubs 13 shrubs South property line 2 canopy trees 3 canopy bufferyard B —115' 5 understory trees 5 understory 7 shrubs 8 shrubs West property line 3 canopy trees 3 canopy bufferyard A — 300' 6 understory trees 6 understory 9 shrubs 15 shrubs East property line 3 canopy trees 3 canopy bufferyard A — 255' 5 understory trees 5 understory 8 shrubs 10 shrubs The applicant meets minimum requirements for all plantings. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 5 Lot Frontage and Parking location The developer has provided a highly articulated building elevation along Highway 5. The majority of the parking is located to the east of the building, adjacent to the parking for Goodyear. The parking lot is being screened through the use of landscaping. Parking is also provided south of the existing building. The developer has provided wider drive aisles of 47 feet and 30 feet. They would normally be required to be 26 feet to accommodate tow truck movement within the site. Compliance Table BH Abra Auto Body & Glass Building Height 2 stories 1 story 40 feet 25 feet Building Setback N - 25' E - 10' N - 25' E - 79' W-10'S-25' W-10'5-248 Parking Stalls 60 stalls 61 Parking Setback N - WE - 0' N - WE - 10' W-0'5-25' W-10'5-141' Hard Surface Coverage 65% 63% MISCELLANEOUS Staff recommends that the applicant meet with the Inspections Division to review the expansion plans and discuss code requirements. Detailed occupancy and building area related code requirements cannot be reviewed until further information is provided. The addition is required to have an automatic fire extinguishing system. The proposed expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). The plans must be prepared and signed by design professionals licensed in the State of Minnesota. In order to meet with the Chanhassen Fire Department/Fire Prevention Division, the builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. STREETS AND SITE CIRCULATION Site access will still be via the private drive which extends from Lake Drive East. The access aligns with the car wash access to the south. Access to the site is provided via a private street shared with the other auto related uses. The site is served from Lake Drive East which is a collector road in the City's comprehensive plan. Based on the Trip Generation, 6m Edition, by the Institute of Transportation Engineers, average trip generation rates for automobile care centers during a.m. and Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 6 p.m. peak hours are 3.22 and 4.01 per 1,000 square feet, respectively. This represents approximately 60 to 74 trips per hour, which would be within the capacity of the site entrance. The pavement width throughout the site is based on the turning radius requirements for vehicles that will service the business, such as garbage truck and delivery vehicles. GRADING/DRAINAGE/ EROSION CONTROL The developer proposes to keep the existing building and re -grade the remainder of the site to accommodate a new paved surface. The impervious surface coverage on the site will be slightly increased. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. Erosion and Sediment Control A temporary cover of mulch and temporary seed is needed within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs may be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. Plans should include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. All perimeter controls and inlet protections must remain in place until 70% of the area is permanently protected by vegetative cover. Wimco-type or other comparable inlet controls should be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project must be protected as well. The proposed silt fence along Wetland A should be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan should be revised to show the proposed silt fence following the grading limits for the site and should be located outside of the required 16.5-foot wetland buffer. All perimeter controls should be inspected by the city and the SWCD prior to grading. Rock construction entrances are typically a minimum of 75 feet in length; however, due to existing site conditions, a 75-foot rock construction entrance is not feasible. The applicant should make certain that all construction equipment uses the entire length of the rock Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 7 construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. WETLANDS Existing Wetlands One agturban wetland exists on -site. Alliant Engineering delineated the wetland in May 2006. Wetland A is a Type 3 wetland located in the southwest comer of the property. The wetland is dominated by reed canary grass and narrow -leaved cattail. No wetland impact is proposed for this basin. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) should be maintained around Wetland A. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant should install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and should pay the City $20 per sign. All structures should maintain a 40-foot setback from the edge of the wetland buffer. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their storm water infrastructure), Minnesota Department of Health) and comply with their conditions of approval. UTILITIES The developer proposes to wet tap the existing 6-inch watermain within the private drive. The developer must obtain the necessary approvals from the adjacent property owner for disturbing the private drive. The existing service must be abandoned at the main. The wet tap must occur outside the operating hours of the businesses which access the private drive. The business hours noted on June 5, 2006 are as follows: Car Wash: Monday — Friday 7:30 am — 8 pm Saturday 8 am — 6 pm Sunday 10 am — 5 pm Goodyear: Monday — Friday 7 am — 8 pm Saturday 7:30 am — 5 pm ABRA: Monday — Friday 8 am — 6 pm Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 8 Saturday 9 am —12 pm Based on these observations, the wet tap must occur outside of the construction hours allowed by City Ordinance. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap. Sanitary sewer service to the proposed building addition will be extended from the existing service within the site. LIGHTING/SIGNAGE The applicant is proposing light poles and base with a total height of 28 feet and a shoebox style light fixture. City code permits pole heights up to 30 feet. Wall -mounted lights are also proposed around the building. All lighting is proposed as high-pressure sodium lamps. The lighting must be shielded to prevent off -site glare. The applicant is proposing to reface the pylon sign along the Highway 5 frontage. The sign area is 63.25 square feet. City code would permit signs up to 16 feet high with 64 square feet of sign area. The applicant is proposing an eight -foot tall monument sign on Lake Drive East. City code permits up to 64 square feet of sign area for such signage. Pylon and monument signs must maintain a 12.5- foot setback from the property lines. The applicant is also proposing individual dimensioned channel -lettered wall signage on the north and east building elevations. While the applicant illustrates the signage, they do not provide the information regarding the sign dimensions and the wall area necessary to determine compliance with city ordinance. Such signage must comply with city code as to size. A separate sign permit shall be required for each sign proposed on the site. CONDITIONAL USE PERMIT Body repair shops must comply with the following standards: Sec. 20-302. Major auto repair and body shops. (1) No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. (2) All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. (3) No public address system. (4) No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. (5) Disposal of vehicle fluids shall comply with PCA regulations. (6) Facilities for the collection of waste oil must be provided. Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 9 RECOMMENDATION Staff recommends that the City Council Planning Continis adopt the following two motions: A. "The Chanhassen City Council approves Planning Case #06-24 for Site Plan approval for a 14,430 square -foot expansion to a 4,074 square -foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The addition is required to have an automatic fire extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. The expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). 5. A separate sign permit shall be required for each sign proposed on the site. 6. The lighting must be shielded to prevent off -site glare. The builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. 8. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Trees with less than 60% canopy shall be replaced before landscaping financial guarantees are released. 9. Mechanical equipment must be screened. No wooded fences are permitted on the roof. 10. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) shall be maintained around Wetland A. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a 40-foot setback from the edge of the wetland buffer. 11. A temporary cover of mulch and temporary seed shall be in place within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 10 12. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs shall be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. 13. Plans shall include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. 14. All perimeter controls and inlet protections shall remain in place until 70% of the area is permanently protected by vegetative cover. 15. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project shall also be protected. 16. The proposed silt fence along Wetland A shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5-foot wetland buffer. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 17. The applicant shall make certain that all construction equipment uses the entire length of the rock construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 18. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their storm water infrastructure), Minnesota Department of Health) and comply with their conditions of approval. 19. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. 20. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. 21. The existing service must be abandoned at the main. 22. The wet tap must occur outside the operating hours of the businesses which access the private drive. 23. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap." Abra Auto Body & Glass Planning Case #06-24 June 20, 2006 Page 11 B. "The Chanhassen City Council approves Planning Case #06-24 for a Conditional Use Permit for a major auto repair and body shop, subject to the following conditions: 1. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. 2. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. 3. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest corner of the lot behind the evergreens. 4. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. 5. No exterior public address system is permitted. 6. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 7. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. 8. Facilities for the collection of waste oil must be provided." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Letter from Henry Cornelius to Bob Generous dated May 19, 2006. 4. Letter from Henry Cornelius to Bob Generous dated June 2, 2006. 5. Reduced Copy Existing Conditions Survey. 6. Reduced Copy Site Plan. 7. Reduced Copy Building Elevations. 8. Reduced Copy Landscape Plan. 9. Reduced Copy Floor Plan Notes & Ref's. 10. Memo from Make Littfin to Robert Generous dated June 1, 2006. 11. Public Hearing Notice and Mailing List. g1plan\2006 planning cases\06-24 aba\staff report aba.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Abra Auto Body — Chanhassen for a Conditional Use Permit for an automobile body repair shop and site plan review for a 14,430 square -foot expansion to a 4,074 square -foot building on 1.89 acres. On June 20, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Abra Auto Body — Chanhassen for a site plan review for the property located at 60 Lake Dive East. The Planning Commission conducted a public hearing on the proposed site plan was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT I. The property is currently zoned Highway Business District, BH. 2. The property is guided by the Land Use Plan for commercial use. 3. The legal description of the property is: Lot 1, Block 1, Chan Haven Plaza 3rd Addition. 4. Site Plan: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Is consistent with the site plan requirements; c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creates a functional and harmonious design for structures and site features, with special attention to the following: An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. Conditional Use Permit: a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. Will not be hazardous or disturbing to existing or planned neighboring uses. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. k. Will not depreciate surrounding property values. 1. Will meet standards prescribed for certain uses as provided in this article 6. The planning report #06-24 dated June 20, 2006, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit and site plan review. ADOPTED by the Chanhassen Planning Commission this 2& day of June, 2006. CHANHASSEN PLANNING COMMISSION M Its Chairman 3 CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION 1U31e11 Applicant Name and Address: A6" A-kso 13oyY - C-4ANIfASSCN 632Z 1 rK8e_A T-",L IMINeVEA&L_4S ;r%eV 5'5`+3V Contact: AEWp-y Cveaet_IKS Phone:45'z q 53g t, wi Fax: R5t Ras se sb Email: IACoCiJiFLIAS (a% Ad K A Aurro. c o,`L Planning Case No. er Name and Address: CITY OF CHANHASSEN RECEIVED MAY 1 9 2006 CHANHASSEN PLANNING DEPT 'd8= ;_rn(P-y co`wE(-JI0 I.)u T,MgGIt T/LAIL MIej i0y, P, rvI,151 ANrV 55-434 Contact: NCIvteY Co�Nt.IkS Phone: 9'3;1- 13 3 9 664 Fax: 7, z g 31' - 5b$'6 Email: NCckN0t_IN5® A#!A#tA%A o, coil NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment _X Conditional Use Permit (CUP) `f Z�I Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review _ Site Plan Review SPR)* `,C + /Uy /U`}1 Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) x Escrow for Filing Fees/Attorney Cost** - $50 CUP/SPR/VACNAR/WAP/Metes & Bounds - $450 Minor SUB Re TOTAL FEE $ Z�`� / 37D •� An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/2" X II" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: AtD R A-�o (jvpy ?IS LOCATION: 490 L-AKE: DR%VE 'CA5T CfEANNt�ss�rv' LEGAL DESCRIPTION: Lor f NLOLK f C-HAt%l - RAVGtV Pt-A?--l4 3KI)'AI)PITt•1f CAIL✓OK GWN v l" M rJ TOTAL ACREAGE: I SS AIR F WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: K YES NO o tJ C PRESENT LAND USE DESIGNATION: C dM tv�4;:-" I 17� L, REQUESTED LAND USE DESIGNATION: n'f M REASON FOR REQUEST: ftzp;* CoN D 1 fion/Ayt5E FkFV-M I i FOR AY,C- Anli) S rC- e Afv 99T✓Irw Fro' NEW COrVreticit0A) of N1111) aDPtitaA/ 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. 5"/f -t /06 Date ,-ll q /e 6 Date SCANNED GApLAMtorms'Development Review Application.DOC Rev. 12105 May 19, 2006 Mr. Bob Generous Sr. Planner City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen MN 55317 bgenerous@ci.chanhassen.mn.us Phone: 952-227-1100 RE: NEW ABRA Auto Body & Glass Facility —Chanhassen, MN Dear Bob, ABRA Auto Body and Glass — Chanhassen (ABRA) is planning to expand and move their operations to the site currently occupied. by Car-X, located two doors away at 60 Lake Drive East in the City of Chanhassen, Carver County, Minnesota. The subject property is located south of Hwy 5, north of Lake Drive, approximately 1/8t6 mile east of intersection of Dakota Avenue and Lake Drive E. Business: ABRA has been in business in Chanhassen, MN for nearly 13 years at 40 Lake Drive East (400 feet east of 60 Lake Drive East) and has been a good neighbor service provider. Project: ABRA proposes a NEW 14,000 s.f. building attached to the existing 4,000 s.f. building into an ABRA facility. The site is 1.89 acres. The lot is zoned BB (Highway Business District) an auto oriented repair services facility is allowed with a Conditional Use Permit process. The site was originally developed in 1991 for a MN State Emission Monitoring station. The ABRA will be moving from 40 Lake Drive East to this NEW larger building at 60 Lake Drive East. The ABRA business hours and operation will be the same as they have been over the last 12 plus years. We are anticipating the CAR-X portion of the building will continue to be occupied by an automotive repair business that would compliment the services provided by ABRA. The site will be much improved and landscaping will be updates to current standards If you have any questions please contact me to discuss. Sinc r , Henry ornelius ABRA - Chanhassen Franchisee Direct: 952-933-9669, Cell: 952-240- 4475 Email: hcornelius@abraauto.com ABRA Auto Body Chanhassen - 40 Lake Drive East - PO 728, Chanhassen, MN 55317 Phone: (952) 937-3488 Fax. 952-937-5741—Email: hcor lius@abranato.com SCANNED June 2, 2006 Mr. Bob Generous Sr. Planner City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen MN 55317 bgenerous@ci.chanhassen.mn.us Phone: 952-227-1100 RE: NEW ABRA Auto Body & Glass Facility — Chanhassen, MN Blending Car-X with the building expansion to optimize appearance Dear Bob, RECEIVED JUN 0 2 2006 CITY OF CHANNASSEN ABRA Auto Body and Glass — Chanhassen is planning to expand the building on the site currently occupied by Car-X, located two doors away at 60 Lake Drive East in the City of Chanhassen, Carver County, Minnesota. The subject property is located south of Hwy 5, north of Lake Drive, approximately 1/8"mile east of intersection of Dakota Avenue and Lake Drive E. Chanhassen City Planning has asked us to design the building addition so that it complements the area and looks like it ties the overall building together in an aesthetically pleasing manner. We have visited the site and reviewed pictures of the brick and attempted to choose a complimentary block color which the elevation represents. The existing Car-X building is a brick building that was built in 1991. The exterior brick is in good condition and looks good. The Brick on the building is a mixture of two tones — light and dark. Because of the age of the brick it would be difficult if not impossible to match exterior finishes. The approach taken has been to modify the building width at the point of the new building to break up / separate the building. • The new building addition is naturally broken up by the width, and height change and the roof line where the buildings join is lowered. • On the East side we have separated the buildings with a glass entrance. • On the West side we have extended the building 21 feet and blended in an enclosed trash area. • On the North side we have provided glass architecture and design, These changes dramatically separate the building so that changes in the exterior walls of the building are not apparent. If you have any questions please contact me to discuss. Smcer ly Henry Cornelius ABRA - Chanhassen Franchisee Direct: 952-933-9669, Cell: 952-240-4475 Email: hcomelius@abraauto.com ABRA Auto Body Chanhassen - 40 Lake Drive East - PO 728, Chanhassen, MN 55317 Phone. (952) 937.3488 Fax: 9S2-93 7-5 741 — EmaH. hcometius@abraauto.com .4 m <a: ey <W' i W pp U ayS� 5 c z: m <Z'. R a R R NW'N35S/HNMJ isv33nroa ax.� m ssvio v Aaoe oinv vaev eR a t9g ��9e aB #b#ja� sp QAv eee� p 44a �R � E {� QF @ a �Ae � p� �R e p {■ �, Ri Cge � �Y���y� B C � Fgggg pg�A €j■yam■y Rg , � �pQl � �p yey aL ] 9 13� iIk i'Q 4j pR �R2b i �d pQYLQ k3 R4 R k I kA� @yj P 999 IRk !E� }�i R I i, h ��9}� gEEF� [ pyp S Q9AEa pQ a Q = i 8R6Y [alFpR 2 FFFB c ieRla, iii Les€C E Q � � pa Q E ¢� If pegs g - Rp&ffill I@ Q; LRp a YR ��gg �QI g4 a Yn tE��pl i� ��EI Q5 �,�€��� F($gR gp� ��' �@7 e � p° �L pp � � � �i6 •�p Q €e� � L � $ ¢p illy "I i�;i �49 9 IQ A .I it it It'4'j!L� a�I � a4F______________ __—J I U= 3.J3 ' i!3" iia Hw'n3ssaNMm� i�ii i i# $s° ssVIE) (INV Aao9 olnv R_!r / 2W. B _ p' / . %. ifH. ere v Aooa G» ga [�h| |||| , ,..� :, . ......, ;||!! oi|, ko|� lip ill] Lf | | | ; ) k&s--------------- ' §} S K mp ssvlJaNVAaoaoinvva9v t �s 0 ----------------- 3 0 z m ` w y o p I =W o 2 N mW a Z O ¢ Q n ,y r r r r r r r r r r O r r r s a r r r i -------- -; I 0 T700 Market Boulevard PC Box 147 Chanhassen, MN 55317 MEMORANDUM Administration Phone: 952.227.1100 Fax 952.227.1110 TO: Robert Generous, Senior Planner Building Inspections FROM: Mark Littfin, Fire Marshal Phone:952227.1180 Fax: 952.227.1190 DATE: June 1, 2006 Engineering Phone 952.21 Fax: 952.227.17.1170 70 SUBJ: Abra Auto Body and Glass —Request for a conditional use permit for an automobile body repair shop and site plan review for a 14,030 Finance square foot expansion to a 4,074 square foot building and 1.89 acres Phone* Fax:952.221.1110 5222711 Fax:95 located at 60 Lake Drive East, property zoned Hi Business Y District — Planning Case:06-24. Park A Recreation Applicant — Abra Auto Body — Chanhassen. Phone: 952.227.1120 Fax: 952.227.1110 I have reviewed the site plan for the above project. In order to comply with the Recreation Center 2310 coulter Boulevard Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or Phone: 952.227.1400 city ordinance/policy requirements. The site plan is based on available information Fax:952.227.1404 submitted at this time. If additional plans or changes are submitted, the appropriate Planning A code or policy items will be addressed. Natural Resources Phone: 952.227.1130 Builder must comply with the following fire prevention policies; 04, 06, 07, 29, 34, 36, Fax: 952.227.1110 40, 47, 49, and 52. Copies enclosed. Public Works 1591 Park Road glsaferyMl\plrev06-24 Phone: 952.227.1300 - Fax: 952.227.1310 Senior Center Phone :9522271125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us The City of Chanhassen • A growing community with clean lakes, quality schools, a charting downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT NOTES TO BE INCLUDED ON ALL SITE PLANS Fire Marshal must witness the flushing of underground sprinkler service line, per NFPA 13 2002 10.10.2.1 2. A final inspection by the Fire Marshal before a Certificate of Occupancy is issued. 3. Fire Department access roads shall be provided on site during all phases of construction. The construction of these temporary roads will conform with the Chanhassen Fire Department requirements for temporary access roads at construction sites. Details are available. 4. Onsite fire hydrants shall be provided and in operating condition during all phases of construction. 5. The use of hauefied petroleum gas shall be in conformance with NFPA Standard 58 and the Minnesota Uniform Fire Code. A list of these requirements is available. (See policy #33-1993) 6. All fire detection and fire sspnression s sy terns shall be monitored by an approved UL central station with a UL 72 Certificate issued on these systems before final occupancy is issued. An 11" x 14" As Built shall be provided to the Fire Department. The As Built shall be reproducible and acceptable to the Fire Marshal. (See policy #07-1991). 8. An approved lock box shall be provided on the building for fire department use. The lock box should be located by the Fire Department connection or as located by the Fire Marshal. 9. High -piled combustible stompe shall comely with the requirements of Article #23 of the Minnesota International Fire Code. High -piled combustible storage is combustible materials on closely packed piles more than 15' in height or combustible materials on pallets or in racks more than 12' in height. For certain special -hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc. the critical pile height may be as low as 6 feet. 10. Fire lane simaee shall be provided as required by the Fire Marshal. (See policy #06-1991). 11. Maximum allowed size of domestic water service on a combination domestic/fire sprinkler supply line policy must be followed. (See policy #36-1994). Revisions, 5/15/03, 3/22/05 Notes For Site Plan 04-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY # 06-1991 REQUIREMENTS FOR FIRE LANE SIGNAGE 1. Signs to be a minimum of 12" x 18". NO PARKINO 2. Red on white is preferred. FIltE LANE 3. 3M or equal engineer's grade reflective sheeting on aluminum is preferred. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at 100 foot intervals along the fire lane. 6. All signs shall be double sided facing the direction of travel. 7. Post shall be set back a minimum of 12" but not more than 36" from the curb. (NOT TOJ GRADE 8. A fire lane shall be required in front of fire dept. SCALE) connections extending 5 feet on each side and along all areas designated by the Fire Chief. ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Revisions 6/10/02 3/22/05 Fire Lane Instillation 06-1991 Page 1 of I CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY REGARDING PREPLAN Prior to issuing the Certificate of Occupancy, a pre -plan, site plan shall be submitted to the Fire Department for approval. The following items shall be shown on the plan. 1) Building footprint and building dimensions 2) Fire lanes and width of fire lanes 3) Water mains and their sizes, indicate looped or dead end 4) Fire hydrant locations 5) P.I.V. - Fire Department connection 6) Gas meter (shutoff), NSP (shut off) 7) Lock boxlocation(s) 8) Fire walls, if applicable 9) Roof smoke vents, if applicable 10) Interior fire walls 11) Exterior doors (garage doors also) 12) Location of fire alarm panel 13) Sprinkler riser location 14) Exterior L.P. storage, if applicable 15) Haz. Mat. storage, if applicable 16) Underground storage tanks locations, if applicable 17) Type of construction walls/mof 18) Standpipes 19) Fire Department make up exhaust controls for parking garages 20) Smoke evacuation system controls 21) Elevator shafts 22) Special Fire Suppression System Room 23) Interior Roof Access 24) Attic Access Hatch 25) Outside emergency generators SIZE: l 1x17, 81/2 xl1 or larger plans will be accepted A digital version in group 4 TIFF format may be required to be submitted with the paper version of the plan. PLEASE NOTE: Plans with topographical information, contour lines, easement lines, property lines, setbacks, righ"f--way lines, headings, and other related lines or markings, are not acceptable, and will be rejected Revisions 6/10/02, 3/2210S Pre -Plans 07-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY General Numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. Size and location of numbers shall be approved by one of the following — Fire Marshal, Fire Inspector, Building Official, Building Inspector. Requirements are for new construction and existing buildings where no address numbers are posted. Other Requirements - General 1. Numbers shall be a contrasting color from the background. 2. Numbers shall not be in script. 3. If a structure is not visible from the street, additional numbers are required at the driveway entrance. Size and location must be approved. 4. Numbers on mail box at driveway entrance may be a minimum of 4". However, requirement #3 must still be met. 5. Administrative authority may require additional numbers if deemed necessary. Residential Requirements (2 or less dwelling unit) 1. Minimum height shall be 5 inches. 2. Building permits will not be fmaled unless numbers are posted and approved by the Building Department. Premises Identification 29-1991 Pagel of 2 Commercial Requirements 1. Minimum height shall be 12". 2. Multi -Tenant Buildings a. Building address range, minimum height of 12 inches. b. Address numbers required on all tenant doors. Minimum height of 6 inches. 3. If address numbers are located on a directory entry sign, additional numbers will be required on the buildings main entrance. a. Signage on overhead/ delivery doors will also be required. Revisions 6/10/02 3/22/05 Premises Identification 29-1991 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 WATER SERVICE INSTALLATION POLICY FOR COMMERCIAL AND INDUSTRIAL BUII.DINGS 1) The Inspections Division shall be responsible for issuance of permits No permit shall be issued until approval of plans have been obtained from the following: a) Engineering Department b) Fire Marshal c) Minnesota Department of Health d) Plumbing Inspector 2) Mechanical inspectors will do all installation inspections and witness the hydrostatic and conductivity tests. Call (952) 227- 1180 to schedule an inspection. Inspection and Test Requirements a) All pipes shall be inspected before being covered. Phone (952) 227- 1180, to schedule inspections. A 24 hour notice is required. b) Conductivity test is required. The pipe shall be subjected to minimum 350 amp test for a period of not less than 5 minutes. c) Hydrostatic test required. All pipe shall be subjected to a hydrostatic pressure of 150 PSI for 2 hours. Allowable pressure drop shall not exceed I PSI. d) Pipe shall not be run under buildings - NFPA 24, 8-3.1. 3) Upon approval of the hydro test, the plumbing inspector shall submit a copy of the inspection report to the utility superintendent. The inspection report shall note whether the system is ready for main flush and drawing of water sample for the bug test. 4) Water main flushing shall be witnessed by the utility superintendent. a) Watermain flushing may be scheduled by contacting the utility Water Service Installation 34-1993 Page 1 of 2 superintendent at 952-227-1301. A 24 hour notice is required b) The utility superintendent shall obtain a water sample for a bacteria test after the main flush and deliver to a testing company. The contractor shall be responsible for testing costs. Allow two weeks for testing results to be returned to the City. c) Upon receiving approval of the water sample test, the utility superintendent shall submit a copy to each plumbing inspector and turn water on to the tested and approved sections of the piping. 5) An additional supervised flush and flow test will be required and witnessed by the Fire Marshal for services supplying fire suppression systems. The flush and flow test shall be performed in accordance with 2002 NFPA Sec. 10.10.2.1. Contact the Chanhassen Fire Marshal at (952) 227-1151. 6) Watermain installations shall comply with: a) Minnesota Plumbing Code, Chapter 4715 b) Chanhassen Engineering Department, Watermain Specifications c) National Fire Protection Association, Chapter 24 7) Only authorized city employees are permitted to operate city water control valves. For water turn on or off contact the utility superintendent by phone (952) 227-1308. A 24-hour notice is required. Revisions 6/12/02 3/22/05 Water Service Installation 34-1993 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227-1150 FAX: (952) 227-1190 MAXIMUM ALLOWED SIZE OF DOMESTIC WATER SERVICE ON A COMBINATION DOMESTIC/FIRE SPRINKLER SUPPLY LINE 1. Domestic water line shall not be greater than'/4 pipe size of the combination service water supply line. 2. 1 ''/2" domestic off 6" line. 3. 2" domestic off 8" line. 4. 2 '/2 domestic off 10" line. Option 1: Domestic sizes may be increased if it can be calculated hydraulically that the demand by all domestic fixtures will not drop the fire sprinkler water below its minimum gallonage required. Option 2: Combination domestic and fire line service shall have an electric solenoid valve installed on the domestic side of the service. This valve shall be normally powered open and close on loss of electric power or signal from the system water flow indicator. Must be approved by the Chanhassen Fire Marshal and Chanhassen Mechanical Inspector. Revisions 6/10/02 3/22/05 Combination Water Service Lines 36-1994 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY FIRE SPRINKLER SYSTEMS 1. Extinguishing systems for kitchen hoods, spray booths and similar locations require a separate permit. 2. A minimum of two sets of plans is required. Send, or drop off plans and specifications and calculations to: Fire Inspections Attn: Mark Littfin, Fire Marshal City of Chanhassen 7700 Market Boulevard P O Box 147 Chanhassen, MN 55317 3. Post indicators are required and must have tamper protection. 4. All control valves must be provided with tamper protection. 5. All system tests must be witnessed by the Chanhassen Fire Marshal. Appointments can be made by calling the Fire Marshal at (952)-227-1150 between 8:00 AM and 4:00 PM, Monday through Friday. Please try to arrange tests at least 24 hours in advance. 6. Main drains and inspector test connections must be piped to the outside atmosphere. 7. Water may not be introduced into sprinkler piping from the City main until the Fire Marshal witnesses a flush test per NFPA 2002 10.10.2.1. 8. The City of Chanhassen has adopted Chapter 1306 including item El of the Minnesota State Building Code. 9. The entire sprinkler system must be designed and installed per current applicable standards, i.e. 13, 1313, 13R and current Minnesota State Building Code, Chapter 9. Fire Sprinkler Systems 40-1995 Pagel of 3 10. All equipment installed in a fire protection system shall be UL listed or factory mutual approved for fire protection service. 11. Fire protection systems that are hydraulically calculated shall have a 5 psi safety factor at maximum system flow. 12. Include spec sheets for fire sprinkler heads -dry pipe/pre-action valving. 13. The definition of inspection is contained in MN Rule 7512.0100 Subpart 10, and states that inspection means: • Conducting a final acceptance test. • Trip test of dry pipe, deluge or pre -action valves. • A test that an authority having jurisdiction requires to be conducted under the supervision of a contractor. Only licensed fire protection contractors are permitted to conduct these tests. • All other inspections including the inspector's test, main drain and other valves are permitted under MN Rule 7512.0400 Subpart-2G, as maintenance activities and do not require a license as a fire protection contractor. • Rough -in inspection required if piping or hangers will be concealed. • 2 hour 200# wet pressure test including the fire department connection. • 24 hour air pressure test (for dry systems only) • System must be 100% tested prior to calling for inspection. • 2 hour 200 # wet pressure test of dry pipe systems. 14. A UL 72 certificate is required for sprinkler monitoring. 15. A zone map will be required for all multi -riser systems. The map must be permanently mounted adjacent to the sprinkler riser. 16.On Spec Warehouse projects: • Ordinary group 2 designs will be accepted for the shell building. • Upon tenant finish, a review for storage height and commodity class will need to be reviewed for proper sprinkler protection. 17. Back flow prevention devices must be one of the following per Minnesota State Plumbing Code Sec. 4715.2110: RPZ (reduced pressure zone) DCVA (double check valve assembly) 18. Sprinkler contractor is responsible for choosing the appropriate density and for the accuracy of hydraulic calculations. Fire Sprinkler Systems 40-1995 Page 2 of 3 19. Sprinkler systems with specialized design criteria (i.e. high pile storage, flammable liquids) must include a code analysis of the proposed design including specific code references. 20. Exterior combustible decks on R-1 apartment buildings shall have sprinkler protection above. 21. Dry valve trip test -water to flow from inspector's test within 60 seconds on systems containing more than 750 gallons. Accelerators and/or exhausters will be required if the 60 second requirement is not met. Revisions 6/10/02 3/22/05 Fire Sprinkler Systems 40-1995 Page 3 of 3 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY SAFETY SERVICES FLAMMABLE AND COMBUSTIBLE LIQUIDS SPRAY FINISHING AREAS AND SPRAY BOOTHS The installation and maintenance of all spray finishing equipment and booths shall comply with the Minnesota State Fire Code (MSFC), including the following: Size and Location The aggregate area of spray booths shall not exceed 10% of the floor area or basic allowable area allowed for group H-2 occupancy without area increases. Individual booths shall not exceed the lesser of the aggregate size or 1500 square feet. Booths shall be constructed of noncombustible materials. A three-foot clear space is required around all spray booths unless booth can be adequately maintained and it is located against non-combustible exterior wall or 1-hour partition. Ventilation Air velocity at open face of booth or booth cross section shall not be less than 100 lineal feet/minute. Termination point of exhaust ducts must comply with MSFC 1504.2.6. Exhaust ventilation systems shall be interconnected to the spraying equipment such that spraying cannot take place unless the ventilation system is operating. Make up air shall be provided and so located as to prevent re -circulating of exhaust air as required by the Fire code and Mechanical Code. Exhaust system intake air ducts shall be provided within six inches of the floor in the spray booth to assist with the ventilation of flammable vapors. Electrical Flammable and combustible liquid spraying areas are classified as Class I, Division I or Class B, Division I hazardous locations by the electrical code. All wiring and equipment must be of an explosion proof type and be approved for hazardous locations. Spray Finishing/Spray Booth Page 1 of 3 Electrical wiring and equipment outside of but within 5 feet horizontally or 3 feet vertically of openings in a spray booth or spray room shall be approved for Class I, Division 2 or Class R, Division 2, whichever is applicable. Metal parts of spray booth, exhaust ducts and piping systems shall be electrically grounded in accordance with the National Electrical Code. Fixed lighting in compliance with MSFC Section 1504.5 must be used for illuminating the booth Automatic Fire Extinguishing System Automatic fine extinguishing system sprinklers or nozzles are required in the spray area, immediately behind the filters, and throughout the duct(s) so as to provide 100 percent coverage. The sprinkler contractor must submit plans and hydraulic calculations for review and issuance of a fire permit_ A separate indicating type control valve shall be provided isolating the spray booth sprinkler system from the rest of the building's sprinkler system. The valve shall be equipped with a tamper switch and wired to the supervisory alarm side of the fire alarm system. Sprinkler heads shall be protected from spray residue by a lightweight plastic (.003 inch) or paper bag. Activation of a sprinkler head within the spray booth shall activate an interior audible/visual fie alarm device. The Fire Inspector must approve device location. Portable Fire Extinguisher One 4A60BC rated fire extinguisher must be located with 30 feet of each spray booth. Elimination of Ignition Devices and Accumulations of Combustibles Open flame or spark producing devices shall not be located within 20' of a booth opening. NO SMOKING and NO WELDING signs must be conspicuously posted in the area where spray booths are located. Excessive residue accumulations on booth, ducts, and exhaust fan blades must be promptly removed. Listed disposal cans with lids must be provided for disposal of soiled shop rags. Flammable and Combustible Liquids Flammable and combustible liquid container storage exceeding ten gallons must be located within a UL listed flammable liquids cabinet. Material safety data sheets (MSDS) and a Hazardous materials inventory statement (HMIS) for all flammable and combustible liquids must be kept on site. Spray Finishing/Spray Booth Page 2 of 3 Submittal Requirements for New Installations Plans and manufacturer's specifications must be submitted for review and issuance of a mechanical permit. Extinguishing system plans and hydraulic calculations must be submitted for review and issuance of a fire extinguishing system permit. Inspections Interconnection of spray equipment and ventilation system. Extinguishing system activation and monitoring. 3/24/05 Spray Finishing/Spray Booth Page 3 of 3 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY DOOR SIGNAGE Required signage for the following doors and exit corridors: 1. Doors to electrical rooms: "Electrical Room No Storage Allowed By order of the Fire Marshal" 2. Doors to Mechanical Rooms: "Mechanical Room No Storage Allowed By order of the Fire Marshal" 3. Back exit doors: "Emergency Exit Door Do Not Block By order of the Fire Marshal" 4. Note — Rooms that have multiple uses may be required to have additional signage, e.g. Electrical Room, Fire Sprinkler Control Valves, Roof Access, and Mechanical Room. The Fire Marshal will determine the appropriate language. 5. Letters must be a minimum of "2" high and of contrasting color to the background. Any deviation of lettering must have Fire Marshal approval. 6. Additional signage may be required in the following areas. Walls in exit paths, corridors and stairs will be required to have the following wording on the sign; "Emergency Exit - No storage allowed in this area by order of the Chanhassen Fire Marshar. Placement of the signs will be determined by the Fire Marshal and installed prior to receiving the certificate of occupancy. Revisions 6/12/04,3/24/05 Door Signage Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227- 1150 FAX: (952) 227-1190 PROJECT: ADDRESS: OCCUPANCY TYPE: OCCUPANCY: CONTACT NAME: ADDRESS: PHONE: E-MAH : New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 1 of 3 FIRE DEPARTMENT POLICY NEW OUSTING CONSTRUCTION/REMODEL AND PLAN SUBMITTAL CRITERIA FOR COMMERCIAL BUILDING 1. Submittals for building permits must include detailed information relating to the proposed use and occupancy classification of the building. 2. Complete and submit a Hazardous Materials Inventory Statement documenting the quantities and classifications of hazardous materials to be used or stored inside or outside of the facility. Hazardous materials must be classified according to the Minnesota Fire Code. Yes _ No _ N/A _ 3. Provide a storage arrangement plan describing materials to be stoned, the quantities and heights of storage. Storage of combustible materials exceeding 12' in height and storage of high hazard commodities exceeding 6' in height must meet the requirements of the Minnesota Fire Code. A completed high -piled storage worksheet is required. Yes _ No _ N/A 4. Provide a list of special operations such as welding, cutting and other hot -work, battery charging stations, application of combustible or flammable finishes, dip -tank operations, laser use, medical gas use and storage, etc. Yes _ No _ N/A 5. Provide floor plans indicating locations and specifications of equipment such as spray booths, industrial ovens, commercial cooking equipment, exhaust hoods, dust collectors, parts cleaning equipment, forklift and industrial battery charging stations, etc. Yes _ No _ N/A _ 6. Provide floor plans showing locations of roof and attic access, electrical and mechanical rooms, sprinkler riser rooms, fire alarm control panels, annunciator panels and portable fire extinguishers. Yes No N/A 7. Provide signage for doors opening to rooms containing roof and attic access, electrical and mechanical equipment, sprinkler control assemblies, fire alarm control panels and annunciator panels shall be clearly labeled This may require interior and/or exterior doors to be labeled. Yes _ No _ N/A 8. Install a Knox or Dama brand fire department key box on the building in an approved location no higher than 6 feet above grade. For single tenant buildings, the box should be mounted near the main entrance. For multi -tenant buildings, the box should be mounted near the fire department connection. Contact Fire Marshal for exact location. Yes No N/A 9. Post approved signage for fire lanes as required by fire inspection staff. Yes _ No N/A 10. Comply with Chanhassen Fire Department/Fire Prevention Policy 29-1991 regarding Premise Identification. Yes No N/A 11. Provide fiuniture flammability and smoke development information for Group A and I occupancies. Yes No N/A 12. A separate permit is required for all above ground or below ground tanks. Submit manufacturer's information and detailed plans. All equipment must be UL listed. Yes _ No _ N/A New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 2 of 3 13. Provide fire extinguishers as required by the Minnesota Fire Code. Multi -purpose extinguishers require a minimum rating of 4A60BC and must be spaced with maximum travel distance of 75 feet from any point to a fire extinguisher. K-class portable fire extinguishers are required in commercial kitchens. D-class portable fire extinguishers shall be installed in machine shops. Yes _ No _ N/A _ 14. Provide fie sprinkler plans and hydraulic calculations. A separate Fire Department permit is required. See the Automatic Fire Sprinkler Handout for additional requirements. Yes _ No _ N/A 15. Provide fire alarm plans and specifications. A separate Fire Department permit is required All equipment must be UL listed Systems must be NFPA 72 compliant and have two means of signal transmission. See the fire alarm system handout for additional requirements. Yes _ No _ N/A 16. Fire alarm system must be centrally monitored, and the monitoring company must be able to differentiate between a sprinkler waterflow alarm and other fire alarms, such as manual pull stations and smoke detectors. Yes _ No _ N/A 17. Fire alarm control panels shall be protected with a smoke detector near the panel. Yes No N/A 18. Upon installation, all fire protection systems shall be pre -tested before calling for an inspection. If during the inspection any fire protection equipment fails to function properly, the inspection will need to be rescheduled and a re -inspection fee may be charged. Yes No _ N/A 19. See attached requirements or additional items listed below: 20. The following contact information must be provided with all plans: Contractor Phone Building Owner Phone Business Owner Phone Architect Phone Fire Protection Engineer Phone 4/O1/2005 New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 3 of 3 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MlNNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on June 8, 2006, 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 Abra Auto Body & Glass — Planning Case 06-24 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 swoQrn to before me this 'Y4'� day of (Jur>f— 12006. 1 Notary Pkic .r • Fcjuty Clerk KIM I MEUWISSEN i Notary Public -Minnesota /� My Commission Expires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: ' Tuesday, June 20, 2006 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. ABRA AUTO BODY & GLASS: Request for a Conditional Use Proposal: Permit for an automobile body repair shop and Site Plan Review for 14,430 square -foot expansion to a 4,074 square -foot building on 1.89 acres on p operty zoned Highway Business District. Applicant: Abra Auto Body - Chanhassen Property 60 Lake Drive East Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City s projects web page at: www.ci.chanhassen.mn.us/serv/plan/06-24.html. If you wish to talk to someone about this project, please contact Bob Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUndustrlal. • 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 spokespersordrepresentative is encouraged to provide a contact for the city Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethina to be included in the report, lease contact the Planning Staff person named on the notification. Date &Time' Tuesday, June 20, 2006 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This rtap is a compilation of records, information and data located in various cry, county, state and federal offices end other sources regarding the area shown, and is to be used for reference purposes unity. The Gty does not vramant that the Geographic Information System (GIS) Data used to prepare this map are error free, arc! the City does not represent that the GIS Data can Ise used tot navigational, tracing or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If Snore or discrepancies are found please contact 96&227-1107. The preceding disclaimer is provded pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be Iiade for any damages, and expressly waives all darts, and agrees to defend indenniy, and hdtl hamiess the City from any and all claim brought by User, hs erployees or agents, or third pares which arise cut of the user's access, or use of data provided. 4. F{ e W N7. 5 This map is neither a legally recorded Map nor a survey and is not intended to be used as one. This map is a compilation of records, infomnaion and data located in various city county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The Cry does not warrant that the Geographic Information System (GIS) Data used la prepare Nis map are error free, and the City does rout represent maz the GIS Data can be user, for navigational, tracking or any other purpose requinng enacting measumment of distance or direction or precision in Me depiction of geographic features. it enors or discrepancies are found please contact 9U-227-1107. The preceding dsclamer is provided pursuant to Minnesota Stables §466,03, Subd. 21 (2000), and Me user of tds map acknowledges that the City shall not be liable for any dorreges, and eas essfy waives all dens, and agrees to defend indern iy, and hdtl hamyess the City from any and all claims brought by User, its employees or agents, or third pares which arise out of the user's access or use of data provided. JAY L & PEGGY M KRONICK KAHNKE BROS INC MICHAEL D & SARAH J PETERSEN 8575 TELLERS RD 1400 ARBORETUM DR 8010 CHEYENNE AVE CHASKA , MN 55318 -9265 PO BOX 7 CHANHASSEN, MN 55317 -9767 VICTORIA, MN 55386 -0007 ANDREA LYNNE FANNEMEL GERALD H & MARILYN M WASSINK GLENN A & BONNIE LEE HAGEMAN 8003 DAKOTA AVE 8004 DAKOTA AVE B021 CHEYENNE SPUR CHANHASSEN, MN 55317-9637 CHANHASSEN, MN 55317-9636 CHANHASSEN, MN 55317-9607 RUSSELL L & VIRGINIA HAMILTON MARILYN MARGARET STEWART STEVEN & ESTA KATKIN 8019 CHEYENNE SPUR 8015 CHEYENNE AVE 8012 CHEYENNE AVE CHANHASSEN, MN 55317-9607 CHANHASSEN. MN 55317-9720 CHANHASSEN, MN 55317-9767 DANIEL P & LINDA M ROBINSON VALBORG A SWEDBERG TERRANCE SR & SANDRA THOMPSON 0014 CHEYENNE AVE TRUSTEE OF TRUST 3820 LINDEN CIR CHANHASSEN, MN 55317-9767 8016 CHEYENNE AVE EXCELSIOR, MN 55331-7727 CHANHASSEN. MN 55317-9767 RICK & CATHY CHEESEMAN LOREN R JOHNSON & THOMAS R & NATALIE J TWINING 18500 WYNNFIELD RD 8009 CHEYENNE AVE 8011 CHEYENNE KINENNEE EDEN PRAIRIE, MN 55347 -1039 CHANHASSEN, MN 55317 -9720 CHANHASSEN. AVEA CHANHASSEN. MN 55317 -9720 THOMAS M & KRISTIE A KOTSONAS ANNE T THOMPSON CLAYTON & MARGARET SODETANI 8001 CHEYENNE AVE 8000 DAKOTA AVE 8005 ERIE AVE CHANHASSEN, MN 55317-9720 CHANHASSEN. MN 55317-9636 CHANHASSEN, MN 55317-9301 MICHAEL D KRAINES & TERRY J & MARGARET A LEWIS WILLIAM J & EARLA KRAUS JULIE A SONDERUP 8002 DAKOTA AVE CHANHASSEN, CHEYENNE AVE BOOB CHEYENNE AVE CHANHASSEN, MN 55317-9636 CHANHASSEN, MN 55317 -9720 CHANHASSEN, MN 55317-9767 PATRICIA A HEGSTROM GAYLON R & LINDA O RUST LEE & PATRICIA JENSEN BOOS DAKOTA AVE 8017 CHEYENNE SPUR 8009 DAKOTA CIR CHANHASSEN, MN 55317-9637 CHANHASSEN, MN 55317-9607 CHANHASSEN, MN 55317-9757 WALTER & KATHLEEN SCHOLLMAN JACK D CHRISTENSON PATRICIA M DOLAN 8011 DAKOTA CIR 15411 VILLAGE WOODS DR 8007 CHEYENNE AVE CHANHASSEN, MN 55317 -9757 EDEN PRAIRIE, MN 55347 -1438 CHANHASSEN , MN 55317 -9720 THOMAS A CELLA 8 JAMMCDONALD'S CORP (22-157) 8003 C CORINN M TENNESSEN R & JANGILDNER PO BOX 66207 8005 CHEYENNE AVE 003 CHEYENNEE AVEAAMF O'HARE CHANHASSEN, MN 55317 -9720 CHANHASSEN MN 55317 -9720 CHICAGO , IL 60666 - I C JOHN LLC 7920 SOUTH BF EDEN PRAIRIE Public Hearing Notification Area (500 feet) ABRA Auto Body & Glass 60 Lake Drive East Planning Case No. 06-24 .e o� Soule Sh°�e GN\GpCO ZP W 78th St. e >qrh St2et State HNA State Hwy No. 5 Subject Property ID O d D Lake Drive ast J i— ��e Che eq �Q ID q�m O rr el tD ota SP m Or Oakora , l'e I O / CHANHASSEN CITY COUNCIL REGULAR MEETING JULY 10, 2006 Mayor Furlong called the meeting to order at 7:05 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Furlong, Councilwoman Tjomhom, Councilman Peterson and Councilman Lundquist COUNCIL MEMBERS ABSENT: Councilman Labatt STAFF PRESENT: Todd Gerhardt, Roger Knutson, Paul Oehme, Kate Aanenson, and Todd Hoffman PUBLIC PRESENT FOR ALL ITEMS: Jerry & Janet Paulsen 7305 Laredo Drive Debbie Lloyd 7302 Laredo Drive PUBLIC ANNOUNCEMENTS: Mayor Furlong: Thank you and welcome to everyone here with us in the council chambers, and for those watching at home. We're glad that you joined us this evening. At this time I would ask if there are any modifications to the agenda that was distributed. If not we will proceed with the agenda that was distributed with the council packet last week. Seeing none. Move to our first item of business which is our consent agenda. CONSENT AGENDA: Councilman Lundquist moved, Councilman Peterson seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Work Session Minutes dated June 26, 2006 -City Council Verbatim & Summary Minutes dated June 26, 2006 Receive Commission Minutes: -Planning Commission Verbatim & Summary Minutes dated June 20, 2006 e. Approve Amendment to Park and Trail Capital Improvement Program. f. Abra Auto Body & Glass, 60 Lake Drive East: Approval of Conditional Use Permit for an Automobile Body Repair Shop and Site Plan Approval for a 14,430 sq. ft. Expansion to a 4,074 sq. ft. Building. Planning Commission Meeting — June 20, 2006 7. An individual permit shall be obtained from the DNR for any beach sand applications that do not meet the DNR standards for sand blanket applications without an individual permit. 8. One beach area shall be permitted to minimize impacts to the lake and to adjacent residents. 9. The applicant shall work with staff on the placement of the beach lot infrastructure to preserve as many of the existing trees in that area as possible. A survey of the area with the tree locations will be required and used to facilitate tree preservation. The applicant shall also work with staff on the location of the woodland path and woodland gardens along the path > All voted in favor except Commissioner Keefe who opposed and the motion carried with a vote of 5 to 1. Papke: Dan, you want to clarify? Keefe: Yeah, my issue's with the height variance on number C. McDonald: The building? Keefe: Letter C. McDonald: Oh, okay. Did you take note of that Bob? Okay, thank you. LOCATED AT 60 LAKE DRIVE EAST, PROPERTY ZONED HIGHWAY BUSINESS DISTRICT, APPLICANT ABRA AUTO BODY, PLANNING CASE 06-24. Public Present: Name Address Henry Cornelius 6322 Timber Trail, Minneapolis, 55439 Maleah Alosta Alliant Engineering, 233 Park Ave, Mpls Carol Kahnke 154 Choctaw Circle Bob Generous presented the staff report on this item. McDonald: Dan? Mark? Kevin? Dillon: How many outside parking spots for like cars that are like waiting to get repaired? How many, or how many on the spot, typically how many cars are there now and then how will that increase? 37 SCANNED Planning Commission Meeting — June 20, 2006 Generous: I think the applicant would be better able to address that specific operational question. McDonald: Anything else Kevin? Dillon: Ah no. That's the only question I have. McDonald: Debbie? Kurt? Yeah, I have no questions either. Will the applicant please come forward. Henry Cornelius: Hi. My name is Henry Cornelius. I'm with Abra Auto Body and Glass, Chanhassen and -to address the specific question, it's probably not going to change much. Actually probably will be less because we have a lot more space inside. Right now the problem we've got is, business has grown. The building is too small and so it's just, it's just natural evolution. Bigger building. And the other thing is, we've actually gone with less doors and so it's a more room inside so just drive through and, or just drive everything in and park it inside. McDonald: Any questions for the applicant? Thank you very much. Henry Cornelius: One comment I would say is, I think that the original building was built in '91 and I don't think it's really been improved since then and it's got a, for that size building it's got an inordinate amount of blacktop if you will, and it's pretty deteriorated all around there. I think this is really look impressive. I know we're doing quite a bit with the landscaping and to meet all the codes, and I think it will look like a nice building. Papke: One question before, well I don't know if this is for the applicant or city staff. With obviously you already are painting cars in your existing location but you'll, I assume there's a larger spray booth or something of that nature going in here. Can we comment on the additional pollutants being generated and how they're being treated? That would be my only concern with this whole proposal is air pollution issues associated with the paint booth. Henry Cornelius: Probably since we put that booth in place about 13 years ago, I think the standards have tighten up and anything new that will go in would be, would probably be less polluting. We're planning on putting only one booth in again. What we're going to be doing is putting two prep stations in, which are, they're kind of mini booths but they're very well filtered and I mean standards just get tighter. We're inspected on a regular basis. Abra Auto does corporately and then we get audited by people. As a matter of fact I was at a conference in February and we actually hire an outside audit agency to come in. An organization, a consulting firm to come in and we just, you know we don't need those kind of problems and so they audit us quite extensively and anybody who comes into our location, we've got files and we're checked and we check a lot. McDonald: Thanks. Okay, this is a public meeting so at this time anyone wishing to make comment, please come forward and address the commissioners. Okay, seeing no one come forward. Come on up. 38 Planning Commission Meeting — June 20, 2006 Carol Kahnke: My name is Carol Kahnke. I live in Chanhassen on Choctaw Circle. I guess I just wanted to ask one thing because I know one of our locations... business to have great concern with how many vehicles are outside. I think it was addressed here so. Since Mr. Cornelius is going to be enlarging his business, and that's good ... I guess I'm curious as to whether or not it kind of opens up, are you going to put a limit on the number of vehicles that will obviously be outside? I think you previously addressed that. So that would be my only concern. I don't know how much more space there is in the building, and I'm not... screening and how much can you really screen but it sounds like he's taken that into consideration but that was my only question. McDonald: Okay, thank you. Does anyone else have any questions or wish to make comments? Okay, seeing no one, close the public meeting and I'll bring it back up for the commissioners for comment. Kurt, I'll start with you this time. Papke: I have no concerns. I think it's a very attractive design with glass curtain wall. I think the sight lines from Highway 5 should be very nice. I think this is great. No issues. McDonald: Debbie? Larson: I'll just make a compliment that I like the fact that they have gone well above the required amount of landscaping and this just looks wonderful so kudos to that. McDonald: Okay, thank you. Dillon: My question or concern was addressed. I'm good. McDonald: Okay. Mark? Okay. I actually have no comments either. This is a well thought out plan and thank you very much for thinking of the community and making our job so easy so that we don't have to make a lot of recommendations. It shows a little bit of fore thought. With that I will bring it back up, looking for a recommendation or a motion. Keefe: I'll make a motion, Planning Commission recommends approval of Planning Case #06- 24 for site plan approval for a 14,430 square foot expansion to a 4,074 square foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06 subject to conditions 1 through 23. And B, the Planning Commission recommends approval of Planning Case #06-24 for a conditional use permit for a major auto body, or auto repair and body shop subject to conditions 1 through 8. McDonald: Can I have a second? Undestad: Second. Keefe moved, Undestad seconded that the Planning Commission recommends approval of Planning Case #06-24 for Site Plan approval for a 14,430 square -foot expansion to a 4,074 39 Planning Commission Meeting — June 20, 2006 square -foot building, plans prepared by Alliant Engineering, Inc., dated 5/19/06, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The addition is required to have an automatic fine extinguishing system. 3. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. The expansion must comply with Minnesota Accessibility Code (MSBC 1341 required). 5. A separate sign permit shall be required for each sign proposed on the site. 6. The lighting must be shielded to prevent off -site glare. The builder must comply with the following fire prevention policies: 04, 06, 07, 29, 34, 36, 40, 47, 49 and 52. 8. The applicant shall protect all existing trees to be preserved during grading and construction. Any trees damaged, removed or killed that were to be saved shall be replaced by the applicant prior to final inspection for the site. Trees with less than 60% canopy shall be replaced before landscaping financial guarantees are released. 9. Mechanical equipment must be screened. No wooded fences are permitted on the roof. 10. A wetland buffer 16.5 to 20 feet in width (with a minimum average width of 16.5 feet) shall be maintained around Wetland A. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install a minimum of 4 wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a 40-foot setback from the edge of the wetland buffer. 11. A temporary cover of mulch and temporary seed shall be in place within 14 days of rough and or final grade for any exposed soils or if any exposed soils are not actively worked within a 14-day time period. 12. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs shall be needed until the installation of the pipes and inlets are complete to prevent sediment from entering the storm sewer. 13. Plans shall include a designated concrete washout area and/or plans on how the development will handle the concrete wash water. Ell Planning Commission Meeting — June 20, 2006 14. All perimeter controls and inlet protections shall remain in place until 70% of the area is permanently protected by vegetative cover. 15. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Additional existing catch basins immediately adjacent to the project shall also be protected. 16. The proposed silt fence along Wetland A shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5-foot wetland buffer. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 17. The applicant shall make certain that all construction equipment uses the entire length of the rock construction entrance and that the entrance is properly maintained to minimize soil tracking onto streets. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 18. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation (for discharge into their storm water infrastructure), Minnesota Department of Health) and comply with their conditions of approval. 19. The developer's engineer must submit data showing that the proposed runoff rate and volume to the existing storm sewer on the north side of the site will not exceed the existing rate and volume. 20. The developer's engineer must verify that the existing stormwater pond southwest of the site has adequate dead and live storage for the additional impervious surface. 21. The existing service must be abandoned at the main. 22. The wet tap must occur outside the operating hours of the businesses which access the private drive. 23. The developer's contractor must submit a written request to the City Engineer for the proposed construction time and date for the wet tap." All voted in favor and the motion carried unanimously with a vote of 6 to 0. Keefe moved, Undestad seconded that the Planning Commission recommends approval of Planning Case #06-24 for a Conditional Use Permit for a major auto repair and body shop, subject to the following conditions: 41 Planning Commission Meeting — June 20, 2006 1. The development shall comply with the site plan requirements approved as part of Planning Case #06-24. 2. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed and screened storage areas. 3. The drop-off location for damaged vehicles will be limited to the parking stalls in the southwest comer of the lot behind the evergreens. 4. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. 5. No exterior public address system is permitted. 6. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 7. Disposal of vehicle fluids shall comply with Minnesota Pollution Control Agency regulations. 8. Facilities for the collection of waste oil must be provided." All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: THOMAS SCHWARTZ: REQUEST FOR VARIANCE TO ALLOW STRUCTURES WITHIN 40 FOOT WETLAND BUFFER SETBACK ON PROPERTY LOCATED AT 7376 BENT BOW TRAIL, PLANNING CASE 06-22. Don Asleson presented the staff report on this item. Papke: What's the material of the decking around the fire pit area there? Is that gravel? Pavers? Asleson: This right here is actually, I believe it's a paver. The applicant could correct me if I'm wrong. Papke: Okay, so it's impervious. Okay. Asleson: They are under their impervious coverage. Papke: Right, but the actual incursion into the wetland setback is impervious. Asleson: Right. McDonald: Debbie. Kevin. 42 a CD CD v I CD C) 0 t,j Cd CD 01 3 v -P in r Cd CD CD vD CD o, N S In C d a / r CU CD CD t0 CD / d L _Q / c d 0 / d v >_ d C 3 d L Q TE HIGHWAY No 5 gTA oe NO PARKIN OFS S SETBACK q,1,0 qS Fo qRy . oN c e7'DeSF \ y�Vylfsa' 'ogOHs ` e 4 Fsrli p \ci� \ .L SITE PLAN 10' PARKING SETBACK 0z i9 N85''"E 2� L'4614 w —_—-- 'OB _ ,_2 8a � —DRAINAGE AND 5 — UTILITY EASEMEN 1i nINtT: SETBACK 0 ',MNDOT R/W i PARCEL 315 OF MINN-c A BUILDING FOUND IP ' MARKER pEPARTMENT RIGHT OF WAY PLAT NO. 10-4 SETBACK 17006 % 177------------ r- ..... a, IS 1 DRAINAGE & UTILITY EASEMENT AS DEDICATED ----+ON CHAN HAVEN PLAZA 4TH I I ADDITION UI II II I I Y \ �_--DRAINAGE AND UTILITY EASEMENT AS RECORDED IN DOC. NO. 123349 / 17IP �� AND ALSO DEDICATED ON CHAN noos HAVEN PLAZA 3RD ADDITION MAI �F 7 C' / ev P4p TG00c0 q \/ / \ I I DETENTION POND I I \ I I \ --------—_\ DRAINAGE EASEMENT AS RECORDED IN DOC. NO. 123350 AND ALSO DEDICATED ON CHAN HAVEN PLAZA 3RD ADDITIOt L------\1—————— — — — — — — I \ \ 1 \ CITY OF CE1d it 3SE; I AUG 3 0 2006 ENGINEERING DEPT. SITE DATA: ZONING: BH (HIGHWAY & BUSINESS DISTRICT) PROPOSED USE: ABRA AUTO BODY & GLASS GROSS LOT AREA: 82,481 SQ. FT. OR 1.89 AC TOTAL BUILDING FOOTPRINT AREA: 18,808 SQ. FT. (including extg bldg., prop. bldg & T/E) PROPOSED PARKING LOT AREA: 31,091 SQ. FT. PROPOSED TOTAL LANDSCAPE AREA: 30,966 SQ. FT. PROPOSED TOTAL SIDEWALK AREA: 484 SQ. FT. PROJECTED NUMBER OF EMPLOYEES 20-24 PROVIDED INTERIOR PKG LOT ISLANDS AREA: 1,132 SO. FT. PERCENT BUILDING COVERAGE: 23% PERCENT LANDSCAPE AREA: 36% PERCENT IMPERMEABLE AREA: 64% BUILDING HEIGHT: ONE STORY EXISTING BUILDING HEIGHT: 24' PROPOSED BUILDING HEIGHT: 25'-3" SITE PLAN BASED ON SURVEY INFORMATION PROVIDED BY ALLIANT ENGINEERING, INC. (612) 758-3080. PARKING DATA: PROVIDED PARKING STALLS: 9x18 & 9x20 58 STALLS 8x20 Disabled 3 STALLS TOTAL: 61STALLS REQUIRED PARKING STALLS: Automotive Service Station use: 4 parking spaces plus 2 parking spaces for each service stall, plus 5 stalls per 1000 sf of office area. 4 stalls 4 23 servcie stalls 46 (6 existing service bays) (17 proposed service bays) 2544 sf Office area 10 (1704 sf proposed office) (840 sf existing office) TOTAL: 60 STALLS SITE LEGEND: LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT 86-12 CURB AND GUTTER EXISTING CURB & GUTTER \ M M M M M M LIMITS OF CONSTRUCTION \ \ \ ♦ TRAFFIC FLOW STRIPING LAKE DRIVE EAST �S LUMINAIRE ® NUMBER OF PARKING STALLS \ ` DIRECTION OF TRAFFIC FLOW \ \ \ \ \ DEVELOPER: ABRA CHANHASSEN & WOODBURY FRANCHISES HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 PH (952) 933-9669 ENGINEERING COMPANY: ALLIANT ENGINEERING, INC. CLARK WICKLUND, P.E. MALEAH ACOSTA, ASLA, PROJECT MANAGER 233 PARK AVENUE SOUTH, SUITE 300 MINNEAPOLIS, MN 55415 PH (612) 767-9337 FX (612) 758-3099 ARCHITECTUAL COMPANY: WILKUS ARCHITECTS CHRIS GUERRERA 11487 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 PH (952) 941-8660 FX (952) 941-2755 LEGAL DESCRIPTION: SEE SURVEY GENERAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION & REMOVAL OF ALL EXISTING STRUCTURES THAT INTERFERE WITH NEW WORK AS SHOWN. BITUMINOUS SHALL BE SAW CUT FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 4. CONCRETE SIDEWALK AND CURB & GUTTER SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT OUTSIDE THE REMOVAL LIMITS. 5. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 6. ALL DIMENSIONS SHOWN ARE TO TOP FACE OF CURB, EDGE OF SIDEWALK OR EXTERIOR OF BUILDING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWING FOR BUILDING DIMENSIONS, LOCATION OF EXITS, RAMPS, STOOPS, CONCRETE APRONS AND SPECIFICATIONS. 7. ALL CONCRETE SIDEWALK ADJACENT TO BUILDING SHALL BE SEPARATED BY A 1/2" EXPANSION JOINT. B. PROTECT EXISTING CONCRETE SIDEWALKS DURING ALL PHASES OF CONSTRUCTION. {^!TRACTOR TO REPLACE ANY CRACKED OR BROKEN PANELS CAUSED BY SITE CONSTRUCTION. 9. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES & STRUCTURES FROM HAZARDS ASSOCIATED WITH HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. GENERAL CONTRACTOR SHALL NOT BLOCK ACCESS TO ADJOINING PROPERTIES. 10. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A FIVE FOOT TRANSITION. 11. GENERAL CONTRACOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHAL FOR POSTING OF FIRE LANES, CURB MARKING & SIGNAGE. SITE PLAN NOTES: 1:REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONCRETE STOOPS, OVERHEAD DOORS, AND APRONS ADJACENT TO PROPOSED BUILDING. GALL CURB & GUTTER TO BE CONCRETE B612 UNLESS NOTED OTHERWISE. E>CONSTRUCT CONCRETE SIDEWALK PER DETAIL, SEE SHEET C-4. ®PARKING STRIPING SHALL BE 4 INCH WHITE. 5� ACCESSIBLE ROUTE SHALL BE PROVIDED FROM ACCESSIBLE PARKING STALLS TO BUILDING ENTRANCE (SEE ADAAG REQUIREMENTS). POLE MOUNT APPROVED SIGNS, ONE VAN ACCESSIBLE, CENTER ON STALL, LOCATION PER GENERAL CONTRACTOR. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY — WHITE ON BLUE BACKGROUND. SEE SHEET C-4. ©CONSTRUCT ACCESSABLE RAMP PER ADAAG STANDARDS. MAX. SLOPE 1:20. REFER TO PHOTOMETRIC PLAN FOR LOCATIONS, FOOT—CANDLE PRINTOUT AND SPECIFICATIONS. 8a. RE —FACE EXISTING PYLON SIGN, NOT TO EXCEED 64 S.F. SIGN AREA. REFER TO PLANS AND DETAILS BY SIGN SUPPLIER. GENERAL CONTRACTOR TO CONSTRUCT THE BASE AND EXTEND ELECTRICAL SERVICE. 8b MONUMENT SIGN, 64 S.F. SIGN AREA, 8' HT. REFER TO PLANS AND DETAILS BY SIGN SUPPLIER. GENERAL CONTRACTOR TO CONSTRUCT THE BASE AND EXTEND ELECTRICAL SERVICE. TRANSFORMER PAD AND BOLLARDS BY GENERAL CONTRACTOR, INSTALL PER UTILITY COMPANY SPEC. EE> ALL CONCRETE APRONS TO BE 3000 PSI AIR ENTRAINED 6" CONCRETE WITH #4 BARS 0 12" O.C. AND BROOM FINISHED ON 6" AGGRAGATE BASE. SOILS REPORT MAY SUPERSEED THE ABOVE SPECS. 11 TRASH ENCLOSURE, REFER TO ARCHITECTURAL PLANS. 12. SPLASH BLOCK — SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS. 13. MATCH EXISTING CURB & PAVING. 14, BITUMINOUS PAVEMENT. SECTION TO BE IN ACCORDANCE WITH THE DETAILS OR RECOMMENDATIONS OF THE SOILS ENGINEER IF MORE RESTRICTIVE. a> PREFORMED CONCRETE WHEEL STOPS. ED ACCESS ISLE STRIPING SHALL BE 4 INCH YELLOW 0' 30, 60, 90e SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O RA T E D 283 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 (012)758-3080 (812)758-3099 FAX I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MrE SIGNATURE 8/29/06 40545 DATE DCENSE NO. 'U) v ) .j r D W 0 W 0 I— Q W Q Q � LL) Z LLI fn Q Y Z Q = o U PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027 S IT E. D W G CITY OF CHANHASSEN REC[MVZ0 AUG 3 0 2006 ENGINEERING DEPT, ISSUE: DATE: CITY SUBMITTAL 5,19.06 Building Permit Submittal 7.31.06 Drainage Revislons 8.29.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE C-1 SITE PLAN E a 0 0 I CD 0 0 (U o; (U Ol 0) 3 a i m r (U O 0 O / VI N a, S UI c C5 n r CU CD 0 0 d i 4 c c C5 a / v E C5 c of 3 d L ca ` ICRWAY NO. STATE D to � v INV=929.39N ¢ INV-931.03S EL, INV=927.92E Dft AA' AND "-,)3 EASEMENT V" 4J2 9 x2 Y SIL FENCE TYP I 4.76 9 X 3 h7 ON' 934ao I I I ` 9QSCS rOfTgRr 1 `5pgoo�p I FFE: 938.1 lrq fiFa�F�,r. I I i 40, FS 9 Rr¢ ` � V I60 LAKE`QIRIVE EAST` EXISTING BUILDING ` r 1 9 4,074.19 sT c.J ; FFE-938.01 4.0 f 1 r 1 r 11 } 'ICJ' EXISf P.LV_ B 1 A� / I I SILT FENCF TYPE II (WETLAND!, iE) 7 It I I( 4 MOUNr_U1bQTO PRVED ,COVE Y� 83 1s� PIPE Ira J MQ I � C v W �res.46 � 1 I � Q W QS \ 1 I Z O 934.78� 4 I 2 c" 934.91 1 934.59 t 935.58 ( I U x / f^" k, 8 I I `l L / \. X9 5e- P:>71 '6'03' FOUND DRILL T - WIMCO 1 a 35.94 i r p �1� '-FOUND IF 8612 GRADING AND EROSION CONTROL V v Et I r 1 I� -937--jo -PARCEL 316 OF- MINNESOTA -- I DEPARTMENT RIGHT OF HAY PLAT N- _._ .__---- ----------_ N 38.00 s +S DRAT AGE & 1\lTiLITY Imo* - EASE NT AS bE&IfGAT ID � _ - ON CH N HAVEN PLAZA 47F! i ApD1T10 I I RIM=9 INV=928.00 LAN) 12" R P I i � �r S33 D d> P D D J 9d - RAINAGE AND UTILITY EASEMENT AS RECORDED IN DOC. NO.123349 NO IF 006 AND ALSO DEDICATED ON CHAN , HAVEN PLAZA 3RD ADDITION f � / 935.62 935.12 / \ MATCH CO STRUCTION t° ' 4" "WASHOUT AREA ( RAIM1 INTO STORM SE FR NC MATCH ALLOWEp)` t 1 / l / / V / 92450 INV=924.50 r t w� m ov lg DETENTION POND , 9 Na t Ny a i , DRAINAGE EASEMENT AS RECORDED IN DOC. NO. 123350 AND ALSO DEDICATED ON CHAN HAVEN PLAZA 3RD ADDITION , > ._-- a , S3� , , 1 - t , tt t , t t , t t t GRADING NOTES 1. ALL PAVEMENTS SHALL SLOPE AWAY FROM PROPOSED BUILDING AT MINIMUM GRADE OF 1.5%. 2. ACCESSIBLE PARKING SPACE NOT TO EXCEED 2.0% IN ANY DIRECTION. 3. ALL CURB AND GUTTER AT ACCESSIBLE PARKING SPACES TO BE DEPRESSED WITH 5' TAPER. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY/COUNTY. 5. NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENTS TO CONFORM WITH CITY CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. STABILIZED VEHICLE EXITS SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 8. CONTRACTOR TO KEEP A COPY OF THE FINAL DRAINAGE REPORT ON SITE AT ALL TIMES. 9. CONTRACTOR TO SEED ALL ROUGH GRADED AREAS & FUTURE PAD SITES W/ APPROVED MNDOT TEMPORARY SEED MIX. 10. SURVEYOR TO VERIFY BENCHMARK ELEVATION PRIOR TO START OF CONSTRUCTION. 11. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 12. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. 13. REFER TO SITE DESIGN CRITERIA SECTION OF PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 14. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 15. REFER TO DETAIL SHEET FOR EROSION CONTROL DETAILS DETENTION BASIN NOTES: 1. AFTER FINAL GRADE HAS BEEN ESTABLISHED, USE DISC TO LOOSEN TOPSOIL TO A MINIMUM 3" DEPTH IN BASIN AND SIDE SLOPES IN PREPERATION FOR SEEDING. 2. USE SEED MIX 25B (PRAIRIE SEDGE MEADOW) FROM THE MN/DOT 2003 SEEDING MANUAL. INSTALL AT A RATE OF 30 POUNDS PER ACRE. BASIN AREA IS APPROXIMATELY 6500 SF, SO WILL REQUIRE 5 POUNDS OF SEED MIX. 3. CONTRACTOR SHALL FIRM SEEDBED AFTER SEEDING AND PRIOR TO MULCHING. SOIL FIRMING SHALL BE DONE WITH A DRAG, CULTIPACKER OR OTHER APPROVED SOIL FIRMING EQUIPMENT. 4. AFTER SEED MIX HAS BEEN INSTALLED, MULCH ENTIRE AREA WITH CLEAN GRAIN STRAW (MN/DOT TYPE 3) AT A RATE OF 2 TONS PER ACRE. 5. CONTRACTOR SHALL ANCHOR MULCH WITH A DISK OR OTHER APPROVED EQUIPMENT. THE MULCH SHALL BE ANCHORED IMMEDIATLY AFTER PLACEMENT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6. MULCHED AREAS ARE TO BE KEPT MOIST UNTIL SEED HAS GERMINATED. BASIN AREA TO HAVE A 1" WATERING ONCE WEEKLY THROUGH ENTIRE GROWING SEASON (THROUGH SEPTEMBER). 7. IF SEED FAILS TO GERMINATE, REPEAT SEEDING STEPS UNTIL FINAL DESIGN GOAL OF FUNCTIONING BASIN HAS BEEN ACHIEVED. GRADING LEGEND: 86-12 CURB AND GUTTER 914 """'"" m EXISTING CONTOUR 914 PROPOSED CONTOUR FFE FIRST FLOOR ELEVATION x 887.26 EXISTING SPOT ELEVATION - DRAINAGE ARROWS -< <- PROPOSED STORM SEWER �? EXISTING STORM SEWER DD - - - - - DRAINAGE DIVIDE F� LUMINARE 52.5 TOP OF CURB 52.0 FLOW LINE TOW TOP OF WALL BOW BOTTOM WALL INLET PROTECTION -O O- SILT FENCE SEED PLANTING AREA -MIX 25B 0' 30' 60, 90' SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I N C O RP O RA T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55416 10121768-8080 (812)758-8099 FAX I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA STEVE WESER PRINT SIGNATURE 8/29/06 40545 DATE LICENSE NO. Cn Z w w Z w U) U) w = Y Z _j = o U PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027GRAD.DWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 Building Permit Submittal 7.31.06 Drainage Revisions 7.29.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE c-2 GRADING AND EROSION CONTROL E Q O V !i I O 0 fU (lJ 3 Q a) 3 n 0j O O lD O In N N S UT C C3 a (U O O l0 O d i _Q Q / C d a / N E d 3 d L Q RIM 934.53 v �-'92g,35W v � INV=929.39N z INV<.931.03S a INV=927,92E MjGNwpY NO 5 S TA TE n o �OkX6 �q5`\ 91�SSfv RF FST 4v q a . l •i` NI'VER11;f." Rcp-» FOUND IP-- 17005 - - ` ,,DRAINAGE,,DRAINAGEAND5, UTILITY UTILITY ( --_--- / EASEMENT - PVC---" I- 1 SIAMESE I CONNECTION 0 I EX. CBMH 2 RE-936.27 9.n INSTALL9NEENAH R-1642 -MNDOT R/41' "�-PARCEL 316 OF MINNE-50TA ^ OR MCI 309 CASTING FOUND IP MARKER --� # fJEPAh'7MEN% RIGHT OF WAY PST NCI - PER CITY STD. PLATES 17oGs % --- _. - - - - - - -PER -o ------------------- r- CB 1 �-- ---- - -1 I5I (2 X3) RE=935.20 RIM=935.03 I I IE=931.70 j INV 929.97 I I i fl 933.95 -9:5!1.24 I ULKHEAD f I I 1 l I INVERT I I 6" COMBINED DOMESTIC/FIRE 61 LF 6" I I 1 SERVICE PVC, SDR 26 1 0 2.84% I HIt I1 I YDRANT - 6"x6" TEE I �I - �� I 1 ` 1 I �D SCHAR EINAT ROOF GRADE IE=924.7t 3v I60 L.AKE`IQRIVE EAST EXISTING BUILDING 4,074.18 s£ I \ jr1 r1 F_--I I1 30.6- 1 1 II EXISTING P.I.V. 1 I I --i zUj IL i cN I 3 F w w I S CURB CUT `l z r 1 3' C0� i 3' CONCRETE ' I FLUME FLUME CL II RIPRAP CL II F (SEE DETAIL) (SEE C 4�3 I\`� 1 I 9rvLg 00 "i / _ WETLANO AS-i D, \ DELINEATED �11') ALLIANT ENGINFERING II WETLANDS I DELINEATION Ft / -ILL 1 1 �/ �2 `� 1 \ 5-04-06 I I I Y 1 1 1 tNAGE o �� I AND I UTILl I IN �c� vQ Lc , 0u I EASEMEN I FES 8: m I 11 LF 1 1 -ILL2 FES 7 IE=93§.p0 RCP, CL, '� 1 IE=935.00 I O 1.00 1 I i s 20 LF 12" I 1 RCP. CL ,6 ® O.00II'r FOUND I `Lp b I /kt 93 Woos .r _ 1 I 6 r -A J 10 1 Q r9 UTILITY PLAN ©_IMM CUT \ v v v LF 12? RCP, 5 O 1.D0X 1NECT EXISTI G IH 6 -65 LF 12" n RCP,1CL 5- O 1.00% �OG`S 4 III I Ir 1 I Iz lal I I� Iz I INSTALL I I CLEANOUT (0 SAN MH 1 Ir I 1 I EE 922. Ot CONSTRUCT OVER 6" I I EXISTING PVC SEWER iii INSTALL NEENAH R-1642 OR MCI #309 CASTIN 6" PVC I 1 PER CITY STD. - SDR 26 I I PLATES DRAINAGE & UTILITY I 13_ EASEMENT AS DEDICATED I ,SON CHAN HAVEN PLAZA 4TH �- - riADDITION I I 11 DIP I I r I RIM=932.92 52 � 1 ri I i INV=928.00 (PLAN) XI NG CLEAN I I L-------------------- 1 12" RCP RIM 935.13 r --- --- --- ---.._.. - INV=921.50 i I` S > D > s" PVC © Cr 1 --DRAINAGE AND UTILITY EASEMENT vJF 0 � AS RECORDED IN DOC. NO. 123349 \ /oUNDIP f �� AND ALSO OEDiCATEO ON GHAN 7006 HAVEN PLAZA 3RD ADDITIONL f i - / 6" ON 6" TAP / / C 6" VALVE \ L NG HYDRANT ? oQ 5cA E`MAIN / G 0�4 6� ✓ yI� -'r \ M/ - lr \\ (FH DNA.)/ / 35. / to E=93� / ` ORIN SNCI �13b9 CASTING 42 �EX.`C,B \6 PER FITY STD. PLATES RE-9 39\ / / RIM=934.53 IE-9 .88. ✓ / INV=931.66 V \ RIM=929.62 INV=926.22 INV=924.62 \ lI I \\ \ INV=924.50 \ I I 1 \ I 1 \ DETENTION POND wjcLiPs2• SS ANCHOR - DOLTS I I \ DRAINAGE EASEMENT AS RECORDED IN DOC. NO. 123350 WALL MH FL --- ---- r '' wALL ro FLIT AND ALSO DEDICATED ON CHAN HAVEN PLAZA 3RD ADDITION Bra - 1' J- AND OCS A 1 iO t `\ I L - - - - -\ - �- FOUND 1 t_FCVNO IP - \ GRILL ssls l 12° DIP \ e• r _ r _-�- - -- �AKE DRIVE EAST - --- 1 \ r. 48 \ STANDARDS. \ MANHOLE " ORIFIC \ s. \ \ OUTLET PIPE E-932.E \ CONSTRU PROFILE VIEW CONCRETE FLUME I' FLAT BAR ) TO PROVIDE RING) SMOOTH BAR 4' o.c. EACH WAY WDES 3-1/4' x 1/4- OPENING) GALVANIZED SECTIONS UTILITY NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 2. UTILITY CONTRACTOR TO PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 6'. 3. ALL UTILITY WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING DESIGN STANDARDS PLATS, AND STANDARD SPECIFICATIONS. 4. NOTIFY GOPHER ONE 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 5. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL," LATEST VERSION, FOR ANY UTILITY CONSTRUCTION WITHIN PUBLIC R.O.W. 6. ALL WATER LINES ARE TO BE TESTED AND APPROVED TO CITY OF CHANHASSEN ENGINEERING AND DESIGN STANDARDS PRIOR TO SERVICE CONNECTION. 7. ALL WATERMAIN CROSSINGS SHALL HAVE A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION. 8. INSTALL CLEAN OUTS AS NECESSARY. 9. UTILITY AND MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION OF WATER SERVICE PIPES, FITTINGS, AND VALVES ALL THE WAY INTO THE BUILDING (I.E. UP TO METERS AND/OR FIRE SERVICE EQUIPMENT) TO ACCOMMODATE CITY INSPECTION AND TESTING. 10. UTILITY AND MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION OF SEWER SERVICES ALL THE WAY INTO THE BUILDING TO ACCOMMODATE CITY INSPECTION AND TESTING. 11. USE SDR 26 FOR PVC SEWER SERVICES. 12. PATCH STREET AFTER INSTALLATION OF UTILITIES. CHANHASSEN STANDARD PLATE 5202A OR MATCH EXISTING SECTION, WHICHEVER IS THICKER. 13. COORDINATE EXACT BUILDING DIMENSIONS AND UTILITY LOCATIONS WITH FINAL ARCHITECTURAL PLANS. An> ILA. torYj-Yc'-c(oY' 1�O`� �i52-22i- 13D� .Lin , �l� kF5 . �riLrr �n WL1�+u I1f rl` ID GCL Ur oufi.'\CLC 09,op&-0,- rr., ovAY 6 F c 1 UTILITY LEGEND: his' (2r, 4 d Cv�';-rc�f.i'tr( 1.__, P(DJir� QLCGCSS �D �1k51nl-'SSE > >- PROPOSED STORM SEWER 10 PROPOSED SANITARY SEWER I I - PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED SANITARY/STORM MANHOLE • PROPOSED SANITARY CLEAN OUT O PROPOSED POST INDICATOR VALVE PROPOSED HYDRANT H PROPOSED GATE VALVE TOP WEIR RE-935.50 /4 HORIZONTAL REBAR O 5' O.C. 6 --- - - - PLACE REBAR 3• FROM •�---- UPSTREAM FACE OF CONCRETE WALL SPLICE ENDS TO /4 TES IN WALLS NWL-934.50 4e' _ STANDARD MANHOLE B• oURET PIPE 93R.11-. INLET PIPE SEE PLAN/PROFIT CAST-N-PLACE WALLS "-11 P""'-IIFaIla IFa la C SET PUN/PROFILE /4 VERTICAL REBAR O 6" D.C. OUTLET CONTROL STRUCTURE BETWEEN IANHOLE 10 W.W.F. ONLY BAR OUS WDR WALL PIAN/PROFILE ORIFICE � NWL-934.50 CLASS II CONCRETE EXTEND 3' BEYOND NWL 3' 3' 3' CURB CUT---'` C6G PLAN VIEW CONCRETE FLUME 0' 30' 60, 90, SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS. MN 66416 18121758-3080 10121758-3099 FAX I HEREBY CERTIFY THAT THIS PLAN. sPECIFlCATioN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENDNEER UNDER THE LAWS OF THE STATE OF MINNESOTA STEVE WESER PTA NAME r ' tiW.t� SIGNATURE 8/29/08 40545 DATE LICENSE NO. V / Q V `6 0 O co O of W PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: SAW DRAWING: D60027UTILDWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 Building Permit Submittal 7.31.06 Drainage Revisions 8.29.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE C-3 UTILITY PLAN E a V U7 I �,D O 0 0� cu 01 3 m 3 G, r5 r CD CD O tO O LO +) 0) 0, s In C 6 a n (U CD CD CD 0 0 i 4 / 4' c a 0 / 6- 6) E 0 c m 3 d L la B612 CONCRETE CURB AND GUTTER NO SCALE NOTES: 1. TRUNCATED DOME AREA SHALL BE A DARK GRAY COLORED CONCRETE (MNDOT MIX 3A36) MATERIAL: GUN METAL BY PRISM, CHARCOAL BY SCHOFIELD OR APPROVED EQUAL. 2• THE ENGINEER MAY MODIFY THE GEOMETRICS OF THE RAMP CONCRETE CURB & AS NECESSARY TO MATCH EXISTING CONDITIONS, AVOID OBSTRUCTIONS OR FOR OTHER REASONS. NO ADDITIONAL GUTTER COMPENSATION WILL BE PROVIDED FOR THESE MODIFICATIONS. 1 OF 5/8"-2 3/8" 50%-65% OF BASE DIAMETER (5 mm) (41 (TYP.) mm-60 mm)71— PAVED SURFACE 15/16" (TYP,) O O O O (PVMT TYPE VARIES) (24 mm) 0 0 0 0 O O COMPACTED MNDOT0000000 1 5/8"-2 3/8" 5/8" MIN. 7/8"-1 7/16" (22 mm-37 mm) CLASSY AGGREGATE BASE (41 mm-60 mm) .10000000000 (16 mm) DOME SECTION AT 95% PROCTOR DENSITY 1100000000� iv OOOOO 15/16" (TYP) 5TRUNCATED MIN. DOME FINISH COMPACTED OR (24 mm) (16 16 mm) STD. SWK. 5' (1.52 m) UNDISTURBED SUBGRADE 111 m 1YZ20 24" Or m m LANDING AREA (610 mm) 5 `Yro rAoF 00 000 EXPANSION CONCRETE CURB & GUTTER PAVED SURFACE (PVMT TYPE VARIES) COMPACTED MNDOT CLASS Y AGGREGATE BASE AT 95% PROCTOR DENSITY COMPACTED OR UNDISTURBED SUBGRADE B612 CONCRETE CURB AND GUTTER (OUTFALL n CONCRETE SIDEWALK SOILS REPORT SUPERSEDES THE ABOVE SPEC. CONCRETE PAVEMENT — CLASS 5 AGGREGATE BASE (MnDOT 3138) OR APPROVED EQUAL COMPACTED SUBGRADE _ (98% STANDARD) SUBGRADE (CBR=3) LIGHT TRAFFIC CONCRI SOILS REPORT SUPERSEDES THE ABOVE SPEC. DETAIL SHEET NO SCALE 4" DEPTH CONCRETE. MEDIUM COARSE BROOM nNISH WITH 4" STEEL TROWELLED EDGES AND JOINTS 4" SELECT GRANULAR COMPACTED OR UNDISTURBED SUBGRADE NU SCALK HEAVY TRAFFIC NO SCALE R pp 00 0 0 JOINT 6" 1152 0 O 0 24" FLOW m) T� 0 (610 mm) INE �� NO LIP B618 OR STANDARD SIDEWALK RAMP B624 C&G SNKJRMP.dwg STANDARD SIDEWALK RAMP NO SCALE CURB TAPER NOTE: CURB TAPER TO BE CONSTRUCTED AT ENDS OF ALL CURB AND GUTTER. THAT DO NOT CONNECT TO INPLACE CURBS. CONSTRUCT TAPERS BEYOND END OF CURB RETURN RADIUS AT STREET INSTERSECTIONS. COST OF TAPER TO BE INCIDENTAL TO B618 CURB AND GUTTER. CURB TAPER NO SCALE 2" BITUMINOUS WEAR COURSE 2" MNDOT 2331-TYPE 41 0 0 0 0 0 (41WEA5055 PG 58-28) O 0 0n� 00(�n 0 12" 0o'Lt' o O O 0 0 O ((�� ((�� O CLASS 5 AGGREGATE BASE 0 0 0 0 0 0 (MnDOT 3138) OR APPROVED EQUAL 8" IIII—III-I I COMPACTED SUBGRADE III -III —III— (98% STANDARD) (SEE SOIL REPORT) LIGHT DUTY BITUMINOUS PAVEMENT SOILS REPORT SUPERSEDES THE ABOVE SPEC. NO SCALE TT BITUMINOUS WEAR COURSE 1 1/2 MNDOT TYPE 41 (41WE (41 WEA5055 055 PG 58-28) 1 1/2" BITUMINOUS BINDER COURSE MNDOT 2331-TYPE 31 12" oZT OZT oZT OW 0-60 CLASS 5 AGGREGATE BASE 0 Q 0 Q O Q 0000 0 (MnDOT 3138) OR APPROVED (l . n r n r n„ (l r (-1 EQUAL 11 I I I I I I' IF, jj (98%PACTED STANDARD) SUBGRADE 8" (SEE SOIL REPORT) HEAVY DUTY BITUMINOUS PAVEMENT SOILS REPORT SUPERSEDES THE ABOVE SPEC. NO SCALE Nate. Mt lance per IINDOT Specifications, source 2000, machl!1e Ificed rover m000lAomari, Wolde Waned seed T-Poets with 3(501b) tens strength plastic 4 ties per T4asL (Machat stood) ROCK SIZE SHOULD BE AASHTO #1 ROCK A GEOTEXTILE FABRIC SHALL BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. ROCK CONSTRUCTION ENTRANCE NO SCALE T Poets 24` In wvxw II feel ' x t+rs+ a o Nate T1pe 2 all fence is the torm as tine I with hay bales; Installed as per detall f ipe 2 to be aeatl to protect aG wettarrds Sod T Pasts 24- In geand . r i•: Ms,d,IM i+ee.MHlrs r111M tsewa � Zip Ties ' " wrrne.wru.red. " Me m ISM ad ss es-0•feAw IMww EROSION CQNTROL „&NCE -- TYPE 2 CITY OF SILT CWHA2121 FENCE -all PaArl ram: 5300 2 EACH DUMP STRAPS DUMP STRAP mm) REI FOR BAG REMO\ FROM INLET SILT EXPANSION RESTRAINT (1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT WASHERS] n HANDICAP SIGN NO SCALE Wooden lathe shall be nailed securely to the post member to secure filter fabric. 2" x 4" x 5' long wood posts, 8 req'd. 'PROVED HANDICAP SIGNS TANDARD TYPE ST 2" x 4" horizontal members continuous around top, fastened to each post using 2-20d common nails Silt Lburied eotextile) fence, cified. Bottom fabric to be to prevent ashing. clear rock I d f deep x 1' wide I�IIWII �J NOTES Contractor to set posts and fabric around the basin during the backfilling operation. Size and shape of the barrier shall be modified to fit structure. Sift fence to be placed around entire perimeter. Top of silt fence to have 12" min. clearence to existing grade. EROSION CONTROL AROUND CATCH INLET PROTECTION, SEDIMENT FILTER SACK NO SCALE NO SCALE it min. bury silt fence AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O R A T E D 288 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 110121708-8080 (0121758-8099 FAX I HIMY GERM THAT 7HR PLAN, SPECRICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVRION AND THAT I AM A OULY LIDENSED ENGINEER UNDER THE LAIR OF 7HE STATE OF LV#AM TA SIEVE WESER 9GNATURE e/29/0I 40545 DATE LICENSE NO. rU) V Q r� V 06 O m O Q < 0. W Q LLI Z LLI Of � o LU = Y Z o U PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027DETI.DWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 Building Permit Submittal 7.31.06 Drainage Revisions 8.29.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE C-4 DETAIL SHEET E a ON LO 60) I tD CD 0 cU 0� N m CT) 3 (U lL 73 n (U CD 0 CD 0 N N S LA c d Q n (U CD CD 1,D CD d s Q / C c d a v E d c c 3 d L Q ADJUSTING RINGS - SHALL BE PRECAST, 2" THICK, AND REINFORCED WITH 8 GUAGE STEEL WIRE. - SET EACH RING IN A FULL BED OF MORTAR. 36" 24 - TOTAL ADJUSTMENT HEIGHT 2 CONCEALED DOVETAIL GROOVE IN LID SEAT (914 mm) (610 mm) SHALL BE BETWEEN 4" AND PICK HOLES FOR 1/4" (6 mm) CONTINUOUS 12". (TYPICAL) NEOPRENE GASKET Qo �0 1/4" (6 N 5" PRECAST _ �I REINFORCED (36.11/mm Q O 10 0= O (25- 65 mm) - CROWN CONCRETE 36-3/4" (933 mm) 17-3/4" = 0=0 0 0-0 1/16^ 35-1/4" (895 mm)� (451 mm) O o o Q (21 mm 7/8" 5 8" (203 mm) 1-7/8' r--6" (152 mm) �� �� (25 mm E I, 'E �� 22 mm) (4al mm)"� 0 06 �" E E tD E E �-- FLOW -� 2-1/4" 7 coo a o "\� E 6" 1 2" (57 mm) ,� M .. OPENINGS AS NEEDED (152 mm) 4" (102 mm) 1" (25 mm) RAISED (13 mm 2-1/8" BORDER LETTERS FLUSH (54 mm) 3CAST-IN-PLACE CONCRETE BASE �36" (914 mm)� �24" (610 mm) --� W/SURFACE DESIGN (76mm ) OR 5" PRECAST BASE PLACED ON 43" (1092 mm) 31" (787 mm) NEENAH SOLID TYPE "C" (SELF 3" CAST IN PLACE CONCRETE. SEALING) OR APPROVED EQUAL NOTE. NO LIFT HOLES ARE ALLOWED. USE NEENAH R-3067 WITH TYPE V GRATE STANDARD MANHOLE COVER OR APPROVED EQUAL sANDD.dwq STANDARD CATCH BASIN RECTANGULAR CATCH BASIN CASTING ASSEMBLY 111111111011116011110 RECT-CB.dwg MN/DOT S.P.4010H STANDARD SHORT CONE SECTION FOR 48" DIA. MANHOLE. MN/DOT S.P. 4020H COVER FOR MANHOLE LARGER THAN 48" (1219 mm) DIA. MH. O-RING GASKET OR BITUMASTIC MATERIAL AT EACH BUTTED JOINT SURFACE. BREAKOUT TOP HALF PIPE GROUT AROUND PIPE & FORM INVERT AS SHOWN. MN/DOT S.P.4010H 2" 27„ ADJUSTING RINGS AS NEEDED (686 mm) [4" (102 mm) MIN. TO 12" (305 mm) MAX.]. SET EACH RING IN A FULL BED OF MORTAR. DIA. AS SPECIFIED NOTES: - NO LIFT HOLES ARE ALLOWED IN MANHOLES LESS THAN 60" (1524 mm) IN DIA. STANDARD MANHOLE 6Rr1"" 12" (305 mm) TOP SECTION REQUIRED. PRECAST REINFORCED CONCRETE SECTIONS AS NEEDED. 4" (102 mm) -MN/DOT S.P.4011E PRE -CAST BASE PLACED ON 3" (76 mm) CAST IN PLACE CONCRETE OR 8" (203 mm) POURED CONCRETE BASE ON UNDISTURBED EARTH. CONCRETE VALLEY GUTTER NO SCALE DETAIL SHEET CONCRETE VALLEY GUTTER PAVED SURFACE (PVMT TYPE VARIES) COMPACTED AGGREGATE BASE SIZE NO. 53 AT 95% PROCTOR DENSITY COMPACTED OR UNDISTURBED SUBGRADE Shape of back of buttress may vary as long as pourec against firm undisturbed earth. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than *5'. Dimension A1,AZ,A3 should be as large as possible without interfering with MJ bolts. 0 = 45' Minimum. Place polyethylene between concrete & pipe. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 9 - See no BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE 61 D1 B2 02 B3 D3 6" l'-5" 1 1'-5" 1'-5" V-5" 2'-i" V-6" 8" i'-5" V-5" 2'-1" V-6" 2'-8" 2'-0" 12" 1'-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" S-O" 2'-0" S-10" 3'-0" 6'-2" S-6" 20" 3'-6" 2'-B" V_6' 3'-4" 8'-4" 4'-0" 24" 4'-4" S-O" 6'-10" 3'-10' g'-8" 5'-0" 30" - g'-3" 6'-0" 17'-0 6'-0" PLAN 90' BENDS CONCRETE SHAI IN CONTACT WI' THIS QUADRANI OF PIPE SECTION A -A 9 - See note 4 AZ; PLAN 45' BENDS 9 -See --'- " PLAN 22 1/2' BENDS CITY OF CONCRETE CHANHASSEN THRUST BLOCKING REVISED:2-97' DATE: PLATE ND.: 1002 DROP LID 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 g� Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS I Sigma No. VB26DOW TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" Sigma No. VB6300 Sigma No.VB630 Tyler No. 6860 EXTENSION Mueller No. H-10357 Tyler No. 58 14" Bibby -Ste -Croix B-5001 T YI Gate valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6' extended, Mueller No. 58 14" y6 round base No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" GATE VALVE ADAPTER: 1/4" VB521 No. 58 14" STEEL WITH PROTECTIVE VB522 No. 59 20" COATING, 1/2" RUBBER VB523 No. 60 26" GASKET INSTALLED BETWEEN Sigma No. VB630 THE GATE VALVE AND BOTTOM GATE VALVE ADAPTER. Tyler No. 6860 65" Mueller No. H-10361 65" Mueller or American Bibby -Ste -Croix No. VB516 60" Flow Control Sigma No. V86302 60" Resiliant Wedge Valve Conforming to AWWA Valve and Box to be C-515-80 standards plastic wrapped per with all stainless steel BASE section 2.03a nuts & bolts. 18"X18"0" concrete block CITY OF GATE VALVE CHANHASSEH AND BOX INSTALLATION REVISED: 1-06 DATE: PLATE NO.: 1006 Fl NAM 93 6 O u'> N `m U 0 d O U J m T O Li 0 0 0 O 3 Z oc p F O ow 0- s z So N w N -0 U N L 7 on)- E j R 91 :3 N N a o w� &NO m o � o F of a ZJu L O O O U z n fim I w J _ zpZ�o c Fin-N ommsu, T 00m< 2 on = W�W MM oMF YZJW a=¢a� a o.aw E1nam W UJ N J p ww a. � o_ Q Q m � 03 0 F ao WO Q N J Na00 Z m U N >- :c U W o � J F m m z o a F N p U F Q U W 1 > / o z o P �a ,a a G N Z N w zo o. ,- F �m a cai� 3 wZa ¢ a T g�X �UZ Cry � Qax � sm¢ a 9; W J y! WZ R\ 9 a aim 1 ^ a J Y i y�VZ) a ZOVOOWW 0Mwo d S¢a5mmO a=aw W I�UNLL621- 12inm WN�Z TU J } <mzzFz!? O o�aaZa N \_0J xZJ�OJJ U.-<0 Nafaai�� ��Nri3avie 0 z CITY OF TYPICAL CHANHASSEN HYDRANT INSTALLATION REVISED: 1-06 DATE: PLATE NO,: 1 004 FILE NAME: 393_1004 CL PL Variable Fence 9. Posts 10 z o Wye Plugged End € 1/8 Bend m m 6" PVC SDR-26 Pipe Min. Slope 1/4" Per Foot N J 2"x2" Marker See Note 2. L1/2 Pipe Diameter Min. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used in Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Less Than 16 Feet. NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service Is not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Tap 6" of Post Florescent Green. 3. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 4. All pipe shall be bedded on granular borrow 314A or course filter aggregate (3149H). CITY OF TYPICAL SANITARY CHANHASSEN SEWER SERVICE REVISED: 1-06 DATE: PLATE NO.: 2001 F :393 200 SEDIMENT CONTROL SCHEDULE 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND INLET FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. IMMEDIATELY FOLLOWING GRADING OF SIDE SLOPES, WOOD FIBER BLANKET (OR OTHER SLOPE STABILIZING METHOD APPROVED BY OWNER) SHALL BE APPLIED OVER SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 3. ALL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED. CONTRACTOR MAY TEMPORARILY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCTION ROADWAYS, WHILE MAINTAINING ADEQUATE CONTROL IN ADJACENT AREA. 4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 5. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED AND MULCHED OR SODDED WITHIN TWO (2) WEEKS OF BEING DISTURBED. 6. THE GRASSES UTILIZED IN THE SEED AND SOD AREAS SHALL BE OF A SHADE TOLERANT TYPE MEETING MNDOT SPECIFICATIONS. 7. ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF A SURFACE WATER, MUST HAVE TEMPORARY PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES: TYPE OF SLOPES TIME (MAXIMUM TIME AN AREA CAN REMAIN STEEPER THAN 3:1 7 DAYS OPEN WHEN THE AREA IS NOT ACTIVELY 10:1 TO 3:1 14 DAYS BEING WORKED.) FLATTER THAN 10:1 14 DAYS THESE AREAS INCLUDE ANY EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A STORM WATER CONVEYANCE SYSTEM, SUCH AS A CURB AND GUTTER SYSTEM, STORM SEWER INLET OR OTHER NATURAL OR MAN MADE SYSTEMS THAT DISCHARGE TO A SURFACE WATER. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH SEDIMENT CONTROL PRACTICES NOTE #5. EROSION PREVENTION AND SEDIMENT CONTROL MAINTENANCE PROGRAM 1. INSPECT CONTROL DEVICES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING CONTROLS. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED AND SEEDED WITH THE APPROPRIATE SEED MIX OR SODDED, AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAT SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5• THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED ON SITE. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS; AND F. DOCUMENTS OF CHANGES MADE TO THE SEDIMENT CONTROL PLAN. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. POLLUTION PREVENTION MANAGEMENT MEASURES THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES AND CONCRETE WASHOUT MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. FINAL STABILIZATION THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION CAN BE ACHIEVED IN ONE OF THE FOLLOWING WAYS: 1. ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O R A T E D 23S PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 18121758-5080 18121758-5099 FAX 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY UCENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA STEVE WESER Ml P ti� SIGNATURE 8/29/06 40545 DATE UCENSE NO. �U) �J ) ..J CC A W 0 0 W 0 M� W W Z W W Z W CIO W r Y Z a = � U PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027DET2.DWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 Building Permit Submittal 7.31.06 Drainage Revisions 8.29.06 Added Details 8.29.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE C-5 DETAIL SHEET PLANTING NOTES: a M I CD 0 1ti 0 Cu 01 m 3 76 d N CD 0 CD i IN +' N N S Ill c C3 a 1r cd CD 0 ,,D 0 i d L 4 a i c: c CS a i a a, E d c 0) 3 d i Q rE HIGHWA Y NO 5 Sra FOUND 17006 4" SPRUCE � 9° PINE UCE 8" SPR�/ l! 6,14"1/ 21p,76 411 }�7'� II IAI In Ii,i:U __ - SOD ir I _- ROCK MULCH OVER FILTER FABRIC, TYP. EXISTING TREES TO BE REMOVED, TYP. 60 LAKE DRIVE EAST - - - EXISTING BUILDING - 4,074.18 sf FFE-938.01 O _ RETAINING WALL, REFER TO SHEET C-2. 91 ee CRAB ,-MNDOT R/W p4RCEL 316 OF MINI FO P i MARKER I 170o / L_ DEPARTMENT RIGHT OF WAY PLA: I I 1 I I I I 1 I I 1 I II I I it I I A. Op DRAINAGE & 011111 Y EASEMENT AS DEDICATED _ - --ON CHAN HAVEN PLAZA 4TH iiAUDFLIGN 6" MAPLE 1 1 i ROCK MULCH 1 1 OVER FILTER L - _ _ - FABRIC, TYP. DL 1 + - - - - - - - - - - - - - - - - - - - + \ FILTER ROCK MFULCH ABRIC� TYP. I I I: u 5 \ 3 ID � POLY EDGER, z TYP. v - 9.37 -- I v ID +-- \ EXISTING TREES TO BE REMOVED PS F- i Sb- + I. SEED DISTUREBE` II `. I I f AREAS DUE TO \ � CONSTRUCTION V00IE �V'� I / � I I I I \\ 1 �To 1 A 2 \ I 6" MAPLE ; - \ 8" & 13" BOX ELA.L.R_ FOUND w IL_ � /,DR,AI 17006 ,' •, G� EASE LANDSCAPE PLAN FOUND DRILL HOLE f4J�/ D AS fTED BY..\...., =RING, I S N _�� D TIC) �^ 36 / , IIEEW 111t FOUND IF ,,. Lal I ��N. L•i w rL7 4`b L1♦ w •1 FAIT -FOUND IP 8612 ! 11 \ 3" BASSWOOD ' \ I ,_ --DRAINAGE AND UTILITY EASEMENT ` i \ AS RECORDED IN DOC. NO. 123349 UND IF �� AND ALSO DEDICATED ON CHAN , 1 006 HAVEN PLAZA 3RD ADDITION OD O UCT0S / \ I DETENTION POND I I I I _ �,_ DRAINAGE EASEMENT AS RECORDED IN DOC. NO. 123:350 \ '1( AND ALSO DEDICATED ON CHAN HAVEN PLA7A 3RD ADDITION 1 i � L I ' \ 1 , , \ \1 LAKE DRIVE EAST , , , , \ , , , , MULCH - 3" DEEP �LCH B E GROUND RDOTBALL - PLANTING SOIL TREE PLANTING DETAIL SHRUB PLANTING DETAIL NOT TO SCALE PRUNE DEAD AND BROKEN BRANCHES 18" POLY STRAP 40 MIL 1 1/2" WIDE :•raa.!M0;iI REMNE BURLAP FROM UPPER 1/3 OF RDOTBA L MACHINE EDGE V-DITCH AROUND ALL TREES N SODDED AREAS 2'1 WOOD STAKE AT AN ANGLE PRUNE DEAD AND BROKEN BRANCHES ROCK MULCH PLANTING SOIL DRAINAGE MOUND LANDSCAPE LEGEND: OEXISTING OVERSTORY TREE EXISTING CONIFEROURS TREE PROPOSED OVERSTORY DECIDUOUS TREE } EVERGREEN SHRUB Q LARGE DECIDUOUS SHRUB O MEDIUM DECIDUOUS SHRUB O SMALL DECIDUOUS SHRUB © PERENNIALS POLY EDGER EXISTING TREE TO BE REMOVED 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD, SEED AND SHRUB AREAS. CONTRACTOR IS RESPONSIBLE FOR FINE GRADING OF SOD AND SEED AREAS. REMOVE STONES, STICKS, AND DEBRIS LARGER THAN 1". 2. ALL SHRUB AREAS, UNLESS SPECIFIED AS OTHER, TO BE BED MULCHED WITH 4" DEPTH OF WASHED AGGRAGATE MULCH OVER WEED BARRIER. POLY -EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL 3. ALL PERENNIAL AND ANNUAL BEDS TO BE BED MULCHED WITH 2" DEPTH OF SHREDDED HARDWOOD MULCH AND INSTALL EDGER TO SEPARATE FROM ROCK MULCH AREAS. 4. INSTALL 4-6' DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 5. PLANTING SOIL SHALL CONSIST OF 50% SELECT LOAMY TOPSOIL, 25% PEAT MOSS, 25% PIT RUN SAND. 6. CONTRACTOR TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY AS PER DIRECTION OF OWNER. 7. MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 8. TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 9. WATER AND MAINTAIN ALL PLANT MATERIALS AND SOD UNTIL INITIAL ACCEPTANCE. 10. REPAIR AT NO COST TO OWNER ALL DAMAGE TO PROPERTY RESULTING FROM LANDSCAPE WORK. 11. NOTIFY GOPHER STATE ONE AT 651-454-0002 AND FOR LOCATING ALL UNDERGROUND UTILITIES. AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. REPAIR ANY DAMAGE TO UTIUTIES, SITE STRUCTURES, ETC., RESULTING FROM LANDSCAPE CONSTRUCTION. 12. COORDINATE INSTALLATION WITH WORK OF OTHER SECTIONS. 13. STAKING AND GUYING OF TREES PER NATIONAL NURSERYMANS STANDARDS. MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 14. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 15. FIELD VERIFY SOD LIMITS PRIOR TO INSTALLATION. 16. PROVIDE DESIGN AND INSTALLATION OF AN IRRIGATION SYSTEM INCLUDING CONTROLS, ELECTRICAL AND WATER SERVICE CONNECTIONS, FLOW METER, MOISTURE SENSING DEVICES WITH 100% COVERAGE FOR SOD AND SHRUB AREAS AND MUST BE CALIBRATED TO MEET ALL APPLICABLE CITY CODES. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAINBIRD OR APPROVED EQUAL, COORDINATE WITH WORK OF OTHER SECTIONS. LANDSCAPE SCHEDULE QTY. KEY COMMON NAME BOTANICAL NAME SIZE REMARKS 4 PA AT PATMO RE ASH 2.5" B&B STRAIGHT TRUNK, Froxinus pennsylvanica 'Patmore' No V-CROTCH 3 GL GREENSPIRE LINDEN 2.5" B&B STRAIGHT TRUNK, Tilia cordata 'Greenspire' NO V-CROTCH 5 HL SKYLINE HONELOCUST 2.5" B&B STRAIGHT TRUNK, Gleditsia tricanthos var. inermis 'Impole' NO V-CROTCH 3 RM RED MAPLE 'NORTHWOOD' 2.5" B&B STRAIGHT TRUNK, Acer rubrum 'Northwood' NO V-CROTCH ORNAMENTAL TREES 12 PS PINK SPIRE CRAB 1.2" B&B STRAIGHT TRUNK, Picea glauca densata NO V-CROTCH 11 AM AMUR FLAME CLUMP MAPLE 1.2" B&B STRAIGHT TRUNK, Acer ginnola 'Flame' NO V-CROTCH CONIFEROUS TREES 5 BS BLACK HILLS SPRUCE 6' B&B STRAIGHT TRUNK, Picea glauca densata NO V-CROTCH SHRUBS STRAIGHT TRUNK, NO V-CROTCH 11 WE DWARF WINGED EUONYMUS 5 GAL. CONT. MIN. 5 CANES Euonymus alatus 'compactus' AT HT. SPEC. 6 RR SHRUB ROSE 'NEARLY WILD' 3 GAL. CONT. MIN. 5 CANES Rugosa rose 'Nearly Wild' AT HT. SPEC. 8 AW ANTHONY WATERER SPIREA 3 GAL. CONT. Spiraea x buinalda 'Anthony Waterer' 25 DL DWARF LILAC 3 GAL. CONT. MIN. 5 CANES Syringa meyeri 'Palibin' AT HT. SPEC. 25 ID ISANTI DOGWOOD 5 GAL. CONT. MN. 5 CANES Cornus sericea 'Isanti' AT HT. SPEC. 15 Si SCANDIA JUNIPER 5 GAL. CONT. MI". 5 CANES Juniperous chinensis 'Scandia' AT DLA SPEC. 21 MJ MINT JULEP JUNIPER 5 GAL. CONT. A "6A CANES Juniperous chinensis 'Monlep' BUFFERYARD 'A' LOCATION COEFFICIENT CANOPY UNDERSTORY SHRUBS-3 TREE- 1 TREE - 2 REQ EXTG PROV REQ EXTG PROV REQ EXTG PROV EAST PROPERTY LINE 2.6 2.6 3 2 5.2 1 4 7.8 - 10 255 LF WEST PROPERTY LINE 4.5 4.5 - 3 9 - 5 13.5 - 14 447 LF (WETLAND 100 LF) BUFFERYARD 'B' LOCATION COEFFICIENT CANOPY UNDERSTORY SHRUBS-6 TREE- 2 TREE - 4 REQ EXTG PROV REQ EXTG PROV REQ EXTG PROV NORTH PROPERTY LINE 2.1 4.2 2 2 8.4 4 4 12.6 - 13 HWY #5 - 210.67 LF SOUTH PROPERTY LINE 1.2 2.2 3 3 4.8 - 5 7.2 - 10 LAKE DRIVE - 117.73 LF (WETLAND 83.73 LF) EAST PROPERTY LINE 2.5 5 - 5 10 - 10 5 - 11 COMMON DRIVE - 253 LF (WETLAND 85 LF) TOTAL: 18 8 15 37 5 28 46.1 - 58 INTERIOR LANDSCAPE ISLANDS: 5 REQUIRED AND 5 PROVEDED TREES TO BE REMOVED DUE TO NEW DEVELOPMENT REFER TO SURVEY FOR LOCATIONS: 12" ASH 8" ASH 8" ASH 7" ASH 6" TREE 8" MAPLE 12" PINE 12" PINE 8" PINE 20" SPRUCE 20" SPRUCE 20" SPRUCE 5" SPRUCE 0' 30' 00, 90' SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 1812)788-3080 1812)788-3068 FAX I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA MALEAN ACOSTA WAVY7 "_1 W W W U) Tn � Q Q = opt U PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027LAND.DWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 Building Permit Submittal 7.31-06 Drainage Revtelons 829.06 PROJECT LOCATION; CHANHASSEN, MN SHEET NUMBER / TITLE L-1 LANDSCAPE PLAN SITE DATA: DEVELOPER: E Q 7 Cu CD CD 0 cU 01 d m 3 CD CD 0 CD Cn N N S C a Q_ / r` (U CD CD CD / d 4 / c d d / v E d C d i Q TE HIGHWAY NO 5 gTA FOUND IP 17006 , 10' 5 1 b' SETBACK I I NO PARKING IFS S SETBACK ` qNp CRIB NIT . I CIS FO qRY Sy,0* �FR . oN y� ons�� . gtiysoFN�gs\., I I SITE PLAN PARKING SETBACK 4'E76 n Em --"-'� `DRAINAGE AND UTILITY EASEMENT BUILDING SETBACK 100' F -V12' Lai L 00 owk M 0 0 z z AUTO BODY & CLASS �r PROPOSED 9 14,430 S.F. ADDITION L m a C O L) LI U FI \ L � 121' PLANS VJ ei /-MNDOT R/W ---PARCEL 316 OF MINNESOTA BUILDING FOUND IP MARKER DEPARTMENT RIGHT OF WAY PLAT NO. 10-4 SETBACK Woos / �— o A— — — — — — — — — — — — — — _ r- \ 5' 1\ 10 I \\ BUILDING ( I SETBACK I I I 110' I I NO I 1tPARKING SETBACK Iwl I Jlo IaI,I i I Flo ZONING: BH (HIGHWAY & BUSINESS DISTRICT) PROPOSED USE: ABRA AUTO BODY & GLASS GROSS LOT AREA: 82,481 SQ. FT. OR 1.89 AC TOTAL BUILDING FOOTPRINT AREA: 18,808 SQ. FT. (including eztg bldg., prop. bldg & T/E) PROPOSED PARKING LOT AREA: 31,091 SQ. F. PROPOSED TOTAL LANDSCAPE AREA: 30,966 SQ. FT. PROPOSED TOTAL SIDEWALK AREA: 484 SQ. FT. PROJECTED NUMBER OF EMPLOYEES 20-24 REQUIRED INTERIOR PKG LOT ISLANDS AREA: X,XXX SQ. FT. PROVIDED INTERIOR PKG LOT ISLANDS AREA: 1,132 SQ. FT. PERCENT BUILDING COVERAGE: 23% (% of net lot area) PERCENT LANDSCAPE AREA: 38% (% of net lot area) PERCENT IMPERMEABLE AREA: 61% (% of net lot area including bldg. & pavement) BUILDING HEIGHT: ONE STORY EXISTING BUILDING HEIGHT: 24' PROPOSED BUILDING HEIGHT: 25'-3" SITE PLAN BASED ON SURVEY INFORMATION PROVIDED BY ALLIANT ENGINEERING, INC. (612) 758-3080. PARKING DATA: PROVIDED PARKING STALLS: 9x18 & 9x20 58 STALLS 8x20 Disabled 3 STALLS TOTAL: 61STALLS REQUIRED PARKING STALLS: Automotive Service Station use: 4 parking spaces plus 2 parking spaces for each service stall, plus 5 stalls per 1000 sf of office area. 4 stalls 4 23 servcie stalls 46 (6 existing service bays) (17 proposed service bays) 2544 sf Office area 10 (1704 sf proposed office) (840 sf existing office) TOTAL- 60 STALLS 1 I � 4 i I � 6 DRAINAGE & UTILITY EASEMENT AS DEDICATED --_--SON CHAN HAVEN PLAZA 4TH ,AADDITION I III / ------------------- DRAINAGE AND UTILITY EASEMENT 222. 1 i AS RECORDED IN DOC. N0. 123349 / FOUND IP �� AND ALSO DEDICATED ON CHAN - '. naafi HAVEN PLAZA 3RD ADDITION L l 7Q. / It PARKING `. ` / SETBACK \ / H JILDING SETBACK P h 1 / h I ` IP DETENTION POND Q= I >o I I 3W I DRAINAGE EASEMENT AS RECORDED IN DOC. N0. 123350 AND ALSO DEDICATED ON CHAN HAVEN PLAZA 3RD ADDITIOf 3 --- _ O - ____ L__►I � 03 3' 73 S89' 18 E,/ � `� FOUND \ DRILL HOLE -FOUND IP 8612 1 1 LAKE DRIVE EAST 1 1 1 H H 1 1 1 r�l w 00 1 Stt AKUKI 4 30.6 ` OFFICE 10TqT3 60 LAKE`DJRIVE EAST ` EXISTING BUILDING ` • 4,074,18 ---si` FFE-938.01 I O7 F - - I — ---I 6 15 - _-t-- — - - 72 � . ti I 2� 1 3'R — 3'R /mow z w •.0 as Z� / 0 1 g, o� 7 /�✓ `` I agq600 4'R — �7' hrO BUILDING AND PARKING SETBACK / �- WETLAND AS / DELINEATED BY ALLIANT pA ENGINEERING, INC.WETLANDS / `t DELINEATION / N 5-04-06 o o � I `pIrn0 I DRAINAGE AND UTILITY I M oQ i 111 i EASEMENT 'Ti \\ i INC BU FERD , i UI w N i I�06 Zj r w 51 ----J / / 12.5'l0 in FOUND IPDRAINAGE Z Woos AND UTILITY 8b EASEMENT 10 , SITE LEGEND: I LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT B6 12 CURB AND GUTTER EXISTING CURB & GUTTER LIMITS OF CONSTRUCTION f TRAFFIC FLOW STRIPING LUMINAIRE © NUMBER OF PARKING STALLS I DIRECTION OF TRAFFIC FLOW ABRA CHANHASSEN & WOODBURY FRANCHISES HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 PH (952) 933-9669 FX (952) 933-???7 ENGINEERING COMPANY- ALLIANT ENGINEERING, INC. CLARK WICKLUND, P.E. MALEAH ACOSTA, ASLA, PROJECT MANAGER 233 PARK AVENUE SOUTH, SUITE 300 MINNEAPOLIS, MN 55415 PH (612) 767-9337 FX (612) 758-3099 ARCHITECTUAL COMPANY: WILKUS ARCHITECTS CHRIS GUERRERA 11487 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 PH (952) 941-8660 FX (952) 941-2755 LEGAL DESCRIPTION: SEE SURVEY GENERAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION & REMOVAL OF ALL EXISTING STRUCTURES THAT INTERFERE WITH NEW WORK AS SHOWN. BITUMINOUS SHALL BE SAW CUT FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 4. CONCRETE SIDEWALK AND CURB & GUTTER SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT OUTSIDE THE REMOVAL LIMITS. 5. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SH-'wMN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 6. ALL DIMENSIONS SHOWN ARE TO TOP FACE OF CURB, EDGE OF SIDEWALK OR EXTERIOR OF B'"DING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWING FOR ElUi�DING DIMENSIONS, LOCATION OF EXITS, RAMPS, STOOPS, CONCRETE APRONS AND SPECIFICATIONS. 7. ALL CONCRETE S;DEWALK ADJACENT TO BUILDING SHALL BE SEPARATED BY A 1/2" EXPANSION JOINT. B. PROTECT EXISTIN CONCRETE SIDEWALKS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO REPLACE ANY CRACKED OR BROKEN PANELS CAUSED ':Y SITE CONSTRUCTION. 9. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES & STRUCTURES FROM HAZARDS ASSOCATED WITH HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOF ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. GENERAL CONTRACTOR SHALL NOT BLOCK ACCESS TO ADJOINING PROPERTIES. 10. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A FIVE FOOT TRANSITION. 11. GENERAL CONTRACOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHAL FOR POSTING OF FIRE LANES, CURB MARKING & SIGNAGE. SITE PLAN NOTES: 1:REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONCRETE STOOPS, OVERHEAD DOORS, AND APRONS ADJACENT TO PROPOSED BUILDING. ff>ALL CURB & GUTTER TO BE CONCRETE B612 UNLESS NOTED OTHERWISE. n>CONSTRUCT CONCRETE SIDEWALK PER DETAIL, SEE SHEET C-4. ®PARKING STRIPING SHALL BE 4 INCH WHITE. ACCESSIBLE ROUTE SHALL BE PROVIDED FROM ACCESSIBLE PARKING STALLS TO BUILDING ENTRANCE (SEE ADAAG REQUIREMENTS). POLE MOUNT APPROVED SIGNS, ONE VAN ACCESSIBLE, CENTER ON STALL, LOCATION PER GENERAL CONTRACTOR. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY - WHITE ON BLUE BACKGROUND. SEE SHEET C-4. ©CONSTRUCT ACCESSABLE RAMP PER ADAAG STANDARDS. MAX. SLOPE 1:20. REFER TO PHOTOMETRIC PLAN FOR LOCATIONS, FOOT-CANDLE PRINTOUT AND SPECIFICATIONS. 8a. RE -FACE EXISTING PYLON SIGN, NOT TO EXCEED 64 S.F. SIGN AREA. REFER TO PLANS AND DETAILS BY SIGN SUPPLIER. GENERAL CONTRACTOR TO CONSTRUCT THE BASE AND EXTEND ELECTRICAL SERVICE. 8b. MONUMENT SIGN; 64 S.F. SIGN AREA, 8' HT. REFER TO PLANS AND DETAILS BY SIGN SUPPLIER. GENERAL CONTRACTOR TO CONSTRUCT THE BASE AND EXTEND ELECTRICAL SERVICE. TRANSFORMER PAD AND BOLLARDS BY GENERAL CONTRACTOR, INSTALL PER UTILITY COMPANY SPEC. ED ALL CONCRETE APRONS TO BE 3000 PSI AIR ENTRAINED 6" CONCRETE WITH #4 BARS ® 12" O.C. AND BROOM FINISHED ON 6" AGGRAGATE BASE. SOILS REPORT MAY SUPERSEED THE ABOVE SPECS. 11. TRASH ENCLOSURE, REFER TO ARCHITECTURAL PLANS. 12. SPLASH BLOCK - SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS. 13. MATCH EXISTING CURB & PAVING. 14, BITUMINOUS PAVEMENT. SECTION TO BE IN ACCORDANCE WITH THE DETAILS OR RECOMMENDATIONS OF THE SOILS ENGINEER IF MORE RESTRICTIVE. 15. PREFORMED CONCRETE WHEEL STOPS. 16. ACCESS ISLE STRIPING SHALL BE 4 INCH YELLOW 0' 30' 60' 90, SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 (612)758-6080 (612)758-9099 FAX I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERNSION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAVE SIGNATURE DATE LICENSE No. C1TM OF RECEIVED SSEN MAY 1 9 2006 CHANHASSEN PLANNING DEPT PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027 S I T E. D W G ISSUE: DATE: CITY SUBMITTAL 5.19.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE C-1 SITE PLAN E Q O I \D CD 0 0i CT T d 7- 0) a d L (3) I\ (U O O O Ut N N S U) c d a r N CD CD 0 / d i 4 Q / c d a / E d c 3 d L Q N1GHWAY N0. 5 STpT'E RIM=934.53 � 1NV-928.35W v INV=929.39N INV=931.03S <' INV=927.92E to x93z /�K 6 33.49 j N8546'14 E 210. ND IP x9336y �,�-'--�� no933sy fay - o - x9 3,a+� `-DRAINAR 933. AND r-- / I O�Q I EASEMENT 37 I 0� 4.12 I g339 - 35 1 x I X 4.7fi 2_ I 0 ` ^f7 \ • \ �� 934.10 1 I 1 r ol / � \ \Syo eO k FFE: 958.1 N s �f I SFNAq4S I FsgH r \ � I 1 ` } 11 ;--------- 60 LAKE-QRIVE EAST ` EXISTING BUILDING ` r'1 4,074.18 sf. CJ FFE-938.01 ( 04I i =-I -II- '-I Cl 4 30.6 e I 38.0 WI W W hl I\ 9 - Z� I 37.75 EXIS14 G P.I'V 37.9 I. 37.81 37.M 01I r o � ' r ml rK1` -937--o 93� 1 / MNeeT v�-- _� X--PARCEL 316 OF MINNESOTA IIn � �nEPARTMENT RIGHT OF WAY PLOT NI 10-4 - - - --- - - - - - - - - - - - - - - - -- - - -- V 38.0 7.19 - M o I I 1 _ DRAT AGE & 1 TILITY EASE NT AS DB*eATEB-----� _ ON CH N HAVEN PLAZA 4TH -- - ADOMO RIM=9 I H INV=928.00 LAN) I�- --- ----- '� 1 93230 12" R P 36.8 \ p I 1 \ - RAINAGE AND UTILITY EASEMENT 9S NO IP ` AS RECORDED IN DOC. NO. 123349 j \\ AND ALSO DEDICATED ON CHAN �1 01 HAVEN PLAZA 3RD ADDITION I- - ,p� �3 . f y 7'37.1 935.12 z 1 I 36.9 5.397 sx1 CD C a .4 op- q`3 \ I Sag 1 .. ✓ .y Q �z7' \ `35. 36.9 / ^� -1` �17�\ 934.6•.I \�\ 934.APNN \g' 3 9 -" \O ' DELINEATED 1 9345�� /� ALLIANT K) / 10 - \ i ENGINEERING I I m / / 93s.s+ I 1 �9 y� WETLANDS It 93439 A7 5 DELINEATION F 5-04-06 / �- I sr I I I W 02 �J I I Io q 935.61� o DRAINAGE / 0 AND UTILI I pj �~ Q' EASEME u� �c I IN QW 935.46 I I Z q 934.70� , I 9 51 \ 934.91) J I y I I 1700N611 'P 935.50 i , W ow O zo �O �p >p J 151 ll 9 3 ♦ 9344.71x / / I S O N / R/M'9 171 6 IF ;L ` ` `.\ �,� _/,.DRAINAG -i IZ ¢k 'vb\ 3S i .\ " .'�I LITY �y I a 4 /7yV 92g '�"�y `'� ASEMENT J 10 I a 1 -06 as .73 T \ <\\ 03 73 S89ey'�48pWn11 - 936 FOUND �...1 1- DRILL HOLE FOUND. IP 8612 T J-AKE DR GRADING AND EROSION CONTROL f MATCH f \ , f 4� 1 �S STRUC110N v /�ryk1 J��DO� PLO f f / f S�IMATCH f qP P \ 1 / \ 1✓/ : 3 \ 9 53\ 1 -9 .6 -9 .22 / 24.62 ' \ INV=924.50 °' ON 1\gtib 11 I jN u \,p '1 DETENTION POND DRAINAGE EASEMENT AS RECORDED IN DOA. NO.3 ADDI AND ALSO DEDICATED ON CHAN HAVEN PLAZA RD ADDITION 1 » �1 \ \ 1 ST 1 t 1 \ \ \ GRADING NOTES 1. ALL PAVEMENTS SHALL SLOPE AWAY FROM PROPOSED BUILDING AT MINIMUM GRADE OF 2.0%. 2. ACCESSIBLE PARKING SPACE NOT TO EXCEED 2.0% IN ANY DIRECTION. 3. ALL CURB AND GUTTER AT ACCESSIBLE PARKING SPACES TO BE DEPRESSED WITH 5' TAPER. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY/COUNTY. 5. NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENTS TO CONFORM WITH CITY CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. STABILIZED VEHICLE EXITS SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 8. CONTRACTOR TO KEEP A COPY OF THE FINAL DRAINAGE REPORT ON SITE AT ALL TIMES. 9. CONTRACTOR TO SEED ALL ROUGH GRADED AREAS & FUTURE PAD SITES W/ APPROVED MNDOT TEMPORARY SEED MIX. 10. SURVEYOR TO VERIFY BENCHMARK ELEVATION PRIOR TO START OF CONSTRUCTION. 11. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 12. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. 13. REFER TO SITE DESIGN CRITERIA SECTION OF PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 14. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 15. REFER TO DETAIL SHEET FOR EROSION CONTROL DETAILS GRADING I EGEND: B612 CURB AND GUTTER EXISTING CONTOUR 914 PROPOSED CONTOUR FFE FIRST FLOOR ELEVATION X 8 ; : EXISTING SPOT ELEVATION DRAINAGE ARROWS -< <- PROPOSED STORM SEWER » - EXISTING STORM SEWER DID _ _ DRAINAGE DIVIDE F0 LUMINARE 52.5 TOP OF CURB 52.0 FLOW LINE TOW TOP OF WALL BOW BOTTOM WALL Om EMERGENCY OVERFLOW ARROW (EOF) INLET PROTECTION -�-0- SILT FENCE 0' 30' 60, 90' SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I NCO RPORATED 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOL1 . MN 65415 (812)758-3080 (812)758-3099 FAX I WK13Y CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 1 PRINT NAME SIGNATURE DATE LICENSE N0. PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027GRAD.DWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE C-2 GRADING AND EROSION CONTROL E a (U to (u I 0 0 (u T d m 3 a v h (u CD CD 0 CU s c d a / r CU CD 0 \0 0 d i 4 Q c C d d / E d c 1= 3 d s Q TE N,GNWAY NO. 5 STA r 04, . ggygSpFNpR F � ` . ? pE N85' FOUND IP 170W DRAINAGE AND /�� - - - •�_' FUTILITY I EASEMENT 1 II I II II II I II I II II I I II I i 6" COMBINED- DOMESTIC/FIRE 1 SERVICE v INV=929.39N z INV=931,03S a INV=927.92E �n T 210.7_8_ r L IE=924.7t I SIAMESE I CONNECTION ;MAYA ' 60 LAKE`IZRtVE EAST ` EXISTING BUILDING r�1 I I \ 4,074.18 si,\ r- r L I- -130.6 -_ rX C, » g3'_RCP_ Q _ NI EX. CBMH 2 RE=936.27 IE=929.97 MNDOT R/W ; ---PARCEL 316 OF MINNESOTA INSTALL NEENAH R-1642 i OR MCI #309 CASTING -FUND IP MARKER DEPARTMENT RIONT OF WAY PLAT NI - PER CITY STD. PLATES 1006 i - -l1r_-----n-------------- Y I 1 CB 1 (2'X3') RE=935.20 RIM=935.03 1 I I E= 931.70 O INV=929.97 IM=933.9 1 93024 � II II1I PVC 0 2.84% I ! 1 III � III) I�I I I ICI I ! �; I,ILO � NI -INSTALLCLEANOUT I = +W+ •JII`.I 1 10 RE=936.80 IE=922.40t l CONSTRUCT OVER 6" EXISTING PVC SEWER 6" PVC I CB 3 26 I 2,X3, RE=936.20 LLd 0 2.SDR - IE=933.42 1 j 1,� NEENAH R-3067-V TILITY I AS DEDICATED 7�NG.r.miLN Cgs; _ __ t)td CHAN HAVEN a PLAZA 4T`-' I IA INSTALL 3" RIGID ,6" DIP-AlI BOARD INSULATION W ` 00 EXISTING Pl'!. �\ g l I G\ \ Zi RIM=935.89 1 INV=933.61 t MH 4, z w (48' DIA.) z I _ - -- RE=935.80� a n I IE=932.95 \ w w I :, i NEENAH R-30677V Z F I I CASTING C J I � o�l d11\ 1 I pgF M 1 cJl \1 6 t\ I Sg9 �6(30 i \�2�\ i-DEUNEATED�`M? \ F �i ALLIANT \ \ i ENGINEERING 1 WETLANDS DELINEATION 6E z/ d- 5-04-06 1 to QaF: �rnp DRAINAGE ��TT I ,.. 1 0 Phi 04 I AND UTIU I M I I 1Nl? o w I EASEMEN I I N 0 OS I'1 m I I I r J 1 1 FOUND IP 17006 IOU j ISl i----Jib LL. oFOUND IF`- ,DRAINAGE --i Z `�917006``�� / ANDUTILITY//v ?g � �-'mayy-���� i EASEME � NT �J 10 1 -- 1 \2NTOz f 27n UTILITY PLAN 0'3 \, 4-17'46 pg. >> FOUND DRILL HOLE T-____--- T - 52 CLEAN 111 1 1 i ;RIM=932.92 _ BETWEEN STORM SEWER INV=928.00 (PLAN) AND SANITARY SEWER L- 1 I IM=935.13 i �\ INV=921.50 1 \ \ \ 8" PVC I is D D D D D --DRAINAGE AND UTILITY EASEMENT J0 /- AS RECORDED IN ROC, NO. 123349 / G- �� AND ALSO DEDICATED ON CHAN 7006 - i7006 �! � HAVEN PLAZA 3RD ADDITION L \ 6" ON 6�//IET 6 VAL / OOQ� / p ll HOPE EXISTING HYDRANT TO (,EMAI14 j ` _ \✓/ �/ RI_M=934.53 �1 NV=931.66 RIM=929.62 \ .INV=926.22 INV=924.62 INV=924.50- \ I I O I I \\\ \\\ DETENTION POND DRAINAGE EASEMENT AS RECORDED IN DOC. NO. 123350 a I AND ALSO DEDICATED ON CHAN HAVEN PLAZA 3RD ADDITION i\ I L----- 5\-Z I------- 'to to car - \ \` 404 >> > >> » \ (-FOUND IP - 1 8612 \ 12" DIP .LAKE DRIVE E�ST 1 \ \ \ 1 t t t \ UTILITY NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 2. UTILITY CONTRACTOR TO PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 6'. 3. ALL UTILITY WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING DESIGN STANDARDS PLATS, AND STANDARD SPECIFICATIONS. 4. NOTIFY GOPHER ONE 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 5. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL," LATEST VERSION, FOR ANY UTILITY CONSTRUCTION WITHIN PUBLIC R.O.W. 6. ALL WATER LINES ARE TO BE TESTED AND APPROVED TO CITY OF CHANHASSEN ENGINEERING AND DESIGN STANDARDS PRIOR TO SERVICE CONNECTION. 7. ALL WATERMAIN CROSSINGS SHALL HAVE A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION. B. INSTALL CLEAN OUTS AS NECESSARY. 9. UTILITY AND MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION OF WATER SERVICE PIPES, FITTINGS, AND VALVES ALL THE WAY INTO THE BUILDING (I.E. UP TO METERS AND/OR FIRE SERVICE EQUIPMENT) TO ACCOMMODATE CITY INSPECTION AND TESTING. 10. UTILITY AND MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION OF SEWER SERVICES ALL THE WAY INTO THE BUILDING TO ACCOMMODATE CITY INSPECTION AND TESTING. 11. USE SDR 26 FOR PVC SEWER SERVICES. 12. PATCH STREET AFTER INSTALLATION OF UTILITIES. CHANHASSEN STANDARD PLATE 5202A OR MATCH EXISTING SECTION, WHICHEVER IS THICKER. 13. COORDINATE EXACT BUILDING DIMENSIONS AND UTILITY LOCATIONS WITH FINAL ARCHITECTURAL PLANS. UTILITY LEGEND: -��- PROPOSED STORM SEWER 10 PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED SANITARY/STORM MANHOLE PROPOSED SANITARY CLEAN OUT O PROPOSED POST INDICATOR VALVE PROPOSED HYDRANT N PROPOSED GATE VALVE 7m%==77 0' 30' 80, 90, SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 (8121758-3080 (0121768-3090 FAX I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME SIGNATURE DATE LICENSE NO. c! V) J 06 0 M0 W 0 Z) L.L W Q 2 LLJ Z > Lu 0 < LLI = J = � C) PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: SAW DRAWING: 060027UTILDWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE C-3 UTILITY PLAN PLANTING NOTES: E 12 N I CD CD 0 0 a 2- 3 c d r cu CD CD CD U1 N S U1 c a a i r CD CD CD a s 4 i c c a d i E c c c 3 d s Q S TA TEEH►GHWAY NO5 h ` �9'1'O Ri& `LiT qS FO qR} ` ` CygNyQSSFAyAq F � . FSTq 4�4 ` i LANDSCAPE PLAN ,,MNDOT R/W ; --PARCEL 316 OF MINNESOTA MARKER DEPARTMENT RIGHT OF WAY PLAT NO. 10-4 DRAINAGE & UTILITY EASEMENT AS DEDICATED =,,ION CHAN HAVEN PLAZA 4TH N1, ADDITION 1I 11 II ------------------- \ ` --DRAINAGE AND UTILITY EASEMENT ` AS RECORDED IN DOC. NO. 123349 AND ALSO DEDICATED ON CHAN - �� HAVEN PLAZA 3RD ADDITION ��'o�5°e 1 , / V 1 \ I ` I ` 1 I I 11 DETENTION POND I 1 \ I- - -------r- DRAINAGE EASEMENT AS RECORDED IN DOC. NO. 123350 1 (� AND ALSO DEDICATED .ONCHAN HAVEN PLAZA 3RD ADDITION - - i ` I � 1 1 1 LAKE DRIVE EAST 0 GUYING PLAN 3-GUY CABLES - DOUBLE STRAND 14GA WARES AT 120' SPACING MULCH - 3' DEEP DOUBLE GROUND OAI( MULCH PLANTING SOIL \ Ir d •• J N' TREE PLANTING DETAIL SHRUB PLANTING DETAIL NOT TO SCALE PRUNE DEAD AND BROKEN BRANCHES 16' POLY STRAP 40 MIL 1-1/2' WIDE �:I�i�Z•liaa5';Ta REMOVE BURLAP FROM UPPER 1/3 OF ROOTBAL MACHINE EDGE V-DITCH AROUND ALL TREES IN SODDED AREAS 2"x2'x24' WOOD STAKE AT AN PRUNE DEAD AND BROKEN BRANCHES ROCK MULCH PLANTING SOIL DRAINAGE MOUND LANDSCAPE LEGEND: OEXISTING OVERSTORY TREE I' ya v EXISTING CONIFEROURS TREE '7n1\ PROPOSED OVERSTORY DECIDUOUS TREE (, EVERGREEN SHRUB Q LARGE DECIDUOUS SHRUB O MEDIUM DECIDUOUS SHRUB O SMALL DECIDUOUS SHRUB O PERENNIALS POLY EDGER EXISTING TREE TO BE REMOVED 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD, SEED AND SHRUB AREAS. CONTRACTOR IS RESPONSIBLE FOR FINE GRADING OF SOD AND SEED AREAS. REMOVE STONES, STICKS, AND DEBRIS LARGER THAN 1". 2. ALL SHRUB AREAS, UNLESS SPECIFIED AS OTHER, TO BE BED MULCHED WITH 4" DEPTH OF WASHED AGGRAGATE MULCH OVER WEED BARRIER. POLY -EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL. 3. ALL PERENNIAL AND ANNUAL BEDS TO BE BED MULCHED WITH 2" DEPTH OF SHREDDED HARDWOOD MULCH AND INSTALL EDGER TO SEPARATE FROM ROCK MULCH AREAS. 4. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 5. PLANTING SOIL SHALL CONSIST OF 50% SELECT LOAMY TOPSOIL, 25% PEAT MOSS, 25% PIT RUN SAND. 6. CONTRACTOR TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY AS PER DIRECTION OF OWNER. 7. MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 8. TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 9. WATER AND MAINTAIN ALL PLANT MATERIALS AND SOD UNTIL INITIAL ACCEPTANCE. 10. REPAIR AT NO COST TO OWNER ALL DAMAGE TO PROPERTY RESULTING FROM LANDSCAPE WORK 11. NOTIFY GOPHER STATE ONE AT 651-454-0002 AND FOR LOCATING ALL UNDERGROUND UTILITIES. AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. REPAIR ANY DAMAGE TO UTILITIES, SITE STRUCTURES, ETC., RESULTING FROM LANDSCAPE CONSTRUCTION. 12. COORDINATE INSTALLATION WITH WORK OF OTHER SECTIONS. 13. STAKING AND GUYING OF TREES PER NATIONAL NURSERYMANS STANDARDS. MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 14. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 15. FIELD VERIFY SOD LIMITS PRIOR TO INSTALLATION. 16. PROVIDE DESIGN AND INSTALLATION OF AN IRRIGATION SYSTEM INCLUDING CONTROLS, ELECTRICAL AND WATER SERVICE CONNECTIONS, FLOW METER, MOISTURE SENSING DEVICES WITH 100% COVERAGE FOR SOD AND SHRUB AREAS AND MUST BE CALIBRATED TO MEET ALL APPLICABLE CITY CODES. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAINBIRD OR APPROVED EQUAL, COORDINATE WITH WORK OF OTHER SECTIONS. LANDSCAPE SCHEDULE TY. KEY COMMON NAME BOTANICAL NAME SIZE REMARKS TREES 4 PA PATMORE ASH 2.5" B&B STRAIGHT TRUNK, Fraxinus pennsylvanica 'Patmore' NO V-CROTCH 3 GL GREENSPIRE LINDEN 2.5" B&B STRAIGHT TRUNK, Tilia cordata 'Greenspire' NO V-CROTCH 5 HL SKYLINE HONELOCUST 2.5" B&B STRAIGHT TRUNK, Gleditsia tricanthos var. inermis 'Impole' NO V-CROTCH 3 RM RED MAPLE 'NORTHWOOD' 2.5" B&B STRAIGHT TRUNK, Acer rubrum 'Northwood' NO V-CROTCH ORNAMENTAL TREES 12 PS PINK SPIRE CRAB 1.2" B&B STRAIGHT TRUNK, Picea glauca densata NO V-CROTCH 11 AM AMUR FLAME CLUMP MAPLE 1.2" B&B STRAIGHT TRUNK, Acer ginnala 'Flame' NO V-CROTCH CONIFEROUS TREES 5 BS BLACK HILLS SPRUCE 6' B&B STRAIGHT TRUNK, Picea glauca densata NO V-CROTCH SHRUBS STHT NORAVIGCROTCH TRUNK, 11 WE DWARF WINGEL: EUONYMUS 5 GAL. CONT. MIN. 5 CANES Euonymus alatus 'compactus' AT HT. SPEC. 6 RR SHRUB ROSE 'NEARLY WILD' 3 GAL. CONT. TIT 'HT SPECS Rugosa rose 'Nearly Wild' 8 AW ANTHONY WATERER SPIREA 3 GAL. CONT. Spiraeo x burnaldo 'Anthony Waterer' 25 DL DWARF LILAC 3 GAL. CONT. MIN. 5 CANES Syringa meyeri 'Palibin' AT FIT. SPEC. 25 ID ISANTI DOGWOOD 5 GAL. CONT. MIN. 5 CANES Cornus sericea 'Isonti' AT HT. SPEC. 15 Si SCANDIA JUNIPER 5 GAL. CONT. MIN. 5 CANES Juniperous chinensis 'Scandia' AT DIA. SPEC. 21 MJ MINT JULEP JUNIPER 5 GAL. CONT. MIN- 5 APES Juniperous chinensis 'Monlep' AT BUFFERYARD 'A' LOCATION COEFFICIENT CANOPY UNDERSTORY SHRUBS-3 TREE- 1 TREE - 2 REQ EXTG PROV REQ EXTG PROV REQ EXTG PROV EAST PROPERTY LINE 2.6 2.6 3 2 5.2 1 4 7.8 - 10 255 LF WEST PROPERTY LINE 4.5 4.5 - 3 9 - 5 13.5 - 14 447 LF (WETLAND 100 LF) BUFFERYARD 'B' LOCATION COEFFICIENT CANOPY UNDERSTORY SHRUBS-6 TREE- 2 TREE - 4 REO EXTG PROV RED EXTG PROV REQ EXTG PROV NORTH PROPERTY LINE 2.1 4.2 2 2 8.4 4 4 12.6 - 13 HWY #5 - 210.67 LF SOUTH PROPERTY LINE 1.2 2.2 3 3 4.8 - 5 7.2 - 10 LAKE DRIVE - 117.73 LF (WETLAND 83.73 LF) EAST PROPERTY LINE 2.5 5 - 5 10 - 10 5 - 11 COMMON DRIVE - 253 LF (WETLAND 85 LF) TOTAL: 18 8 15 37 5 28 46.1 - 58 INTERIOR LANDSCAPE ISLANDS: 5 REQUIRED AND 5 PROVEDED TREES TO BE REMOVED DUE TO NEW DEVELOPMENT REFER TO SURVEY FOR LOCATIONS: 12" ASH 8" ASH 8" ASH 7" ASH 6" TREE 8" MAPLE 12" PINE 12" PINE 8" PINE 20" SPRUCE 20" SPRUCE " SPRUCE 5 5" SPRUCE 0' 30' 60, 90, SCALE IN FEET NORTH AUTO BODY & GLASS ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 (8121758-8080 (812)758-8099 FAX I HEREBY CERTIFY THAT THIS PLAN, SPECF1CAnON OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME SIGNATURE DATE LICENSE NO. H- W W Z � W W' (n U) W = Y Z J = o� U PROJECT NO.: 060027 DRAWN BY: KAS CHECKED BY: MMA DRAWING: 060027LAND.DWG ISSUE: DATE: CITY SUBMITTAL 5.19.06 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE L-1 LANDSCAPE PLAN m v Q s � O U J N m 0: rn K z aC w C U Z¢ c 2C � Q tea N m T Z y x Y ! tC m S O m p U 15 9 ggE N m � R O O d .2 8 E S N p 0� 0 0 i N = Cp IL E m � _ a 5 Q a m E c C 01 yn 2 m K o Q00'9�c,11 1 O Q T m X ry M i n K m9 O L O ■p C m C q M, o• ■ fmq w 01` ■q ■� •� ■o • ■ ■a 0 N c r M, 10 N t0 M, C m O N N i N •� ■M •O •O ■q •M ■` ■' ■— •� ■N •4 ■O ■O ■N •q ■M •M •M •m ■O ■O ■O •M IN A OI A V 16 O m S A ry In r O N N q N C) 1� N r% b C1 �O m OI O m b N m c 3 ■� IN ■M ■q In IN ■.- •- •- ■- IN ■m ■O ■O ■O an ■M •O ■V ■q ■gym ■r •V ■N ■� •O a c m m W m p m Q M O O Ot N W O q N 1p t0 m ul q c0 N M, i0 O O OI Cl IN ■m ■M •V ■d1 ■m IN ■.- •� ■- IN ■n ■Q •a ■a •M ■m ■q •q an ■a ■V IN ■- W w O ll p N d _.. ■,- IN IN IN IN IN IN ■O •O IN an ■ ■C •b •< •< an ■q ■q ■V NJ ■N •� ■O ■— ■ 1 10 I 1 1 m U c O W Q N L ,Q( > w ME ry M, O, M ry r m o lO LO M, n n a rn IQ N o m N o N m m co ¢ a ■N ■N ■N •N ■N •N ■N ■M ■q•r•O •r■q ■q ■q ■q ■N ■N ■N ■N ■'Q0O) 0? q N N O 1� i0 W M, t0 N 10 Of M N N M, O N •� ■ ■ q O •V ■q ■M •O •q •q q ■ID •i0 ■r ■N •I(j •V •r •H ■r ■M •N •N ■N ■n •N ■C) •V � � 1 � I0 V ttl w sncNiwnile i d m n r r M, m M, o o N ? O r M N Zro o o q n 1 3z)Vj�JnS oq T ■C ■ ■ Cl (G ■tp •i0 ■10 ■N ■ID •tG V •N ■< •O m ■r ■N ■i ■N ■N ■O •O •O •r •h 311Zt71 Y L.00N Q J O O - £ V 99 �I d' - W LO r M, o N M to r S O Z ■o ■o •^ •N � ■a ■q ■o ■o n m Q Z n IQ 10 OM, M M, q ° 0 2 ■' ■' ■' ■� IN ■ ■M ■q •r O O wCh r r m a rn q in m •' ■' IN ■' IN an IN • ■� •M N z o O a ` w LZ N N I Y ff an •N IN ■— IN IN ■! O �l 2 (D Lll V m q M M q o o n 0OO ■V ■N ■V IN IN i IN ■Cl ■lp N N (J Q J q m M 0 q N ■m •r ■N ■m 10 • •N Cl �O m J Q m O ■ •°� •Ip ■V ■10 c Z •� •� ■O ■Iq N ■m •O � N ? 6 20 �� rn m rn M, N r ^ a 0 V] r IS H ■10 ■h ■m •i0 •O •O ^ IL Q m m I� 10 f0 m M O IA /7 ■ ■< ■q •O •q •q ■O ■� � r, I ^ ■M ■M ■M ■N ■M ■t; •N •N Zti'Ltb 31IL618£p0ON Clry a 0 ■Oi e ■r n ■V M, ■N u� •N • • Q o v� m O r O N Q q m RIM=934.53 5Zd v PLAN) N) INV= AN) Q 39N INLAN) 936,28 B}5.3 35.,9 -�937_ aX�1s1391aMEE INV931.0 O INV=g27.92E PLAN) 9392WATN� HIGH - s.3xs 94, x935 STH E 35.54 X935.51 93s72 d55.6 �� 34�- ,,---- MN60T1 R/W 9X" xs39.Ba 9361 93595 Xa-�>> - INV=931.0� - ' MARKER ,' � `----- PARCEL 316 OF MINNESOTA XB32.3B 831.91 0-4 X9}1B0 - X9325p X932 --/ X93238 n B. _ -_.-FOUND ' Y DEPARTMENT RIGHT OF WAY PLAT ND. l x 4 932� 9/2i 31.09 X93231 933" 934,• - ____.�f7 x5J5.93 935,87 -T-� r� ! X9]2�g 6,' p �(� .1 ,9 �X - _ - i�938.00 X936.47 X -XBX93 . 934.E�3'.IYO�•"T� 1 YpY .15 / Q� r _ _ - - _ _ _. _ - - - _ - - -. - - - 17 X9336 ... __ - - - - am_ f� B WCN PINE 93 .12 T 9 Np1 SPRUCE 93564 SPRU to GE �^ RIM = 9 ` 5. 03 \l9j `9JB aJ6.B2 03]. X XB 84 936 - \ 1 B X 3I s 1 f \ ,DRAINAGE AND N INV=929 9 I) 9x, 51 UTILITY sa a35.18 03 I- r EASEMENT ,-.e,r. J_._._-- 934.8o I \ 1 334.22 O� yt9r3Z95 4 _-- _r 933.95934.78 I•- �' O-� .. 934.59 34.22 X933. 6 �� • \ 12 I 33.9 935.]9 p =933 9 9t35'2B I 934.31 z 53&WCI SeRXi �� �:\ INV=930.24 3i.aa �/ I LL6 \ 835.67 / I \ , ` y' x 934.74 1 1 I N \ 9] 9X 23 I Q X935.56 C/ \y. �935.13 X 34 t I j% w \ .76 \ 934.38 935. 5 ` 35.17 X 36.30 i ♦ \\ \ X934.97 \I 1 ir B3X05 I P \\1 yi\ 935.12 W i x93180 S1/I \ \ ;9 YA\ ti 956.93048 9M 9b 936 iB I 00 W I O 3420 X9M.54 A34,28 D36 52 12 NollPINE 81 ON PINE I� �z \ 935.78 I 1 i t + 83NCH LF *7,06 12 Wa PINE 35.81 I L n� \ .\ X935.4 11= O R \ \ X 935.52 m X 5.90 / - Y t ' 93d.84 ' '7O �F" 93433 I \�/ \ Ci6' ,536.52_.9J6.3B \ I� \ I 4P 35,95"' 937.13 9W.87 9 35 .936.36 9 5.60 9.76 / `\ 12 %` I yJ� 936.BB ,U x X93 . Si B35.13 pIQ 4M47 V l•hq�y FQS,yT \ \ \ I aJy X038.]1 5 936.01 935,85 935.6t: r W a33.87 9J6.51 � 936. J qm MW g 31 �� \ I / ,y'I/ \_ ..� ].53 � Px935. O 93173 Efjlt ,I993 .70 r�) ' X ` X9m.43 r}b'2 72 / % B4 X93116 n 9372, 8J321 / e INCH TREE /_ m 37.43 .3619\ / \ . /-y`// : 37 62 es� 36.9} �2 9}6.48 \ ].JY \ /.94 937.23 \ . I ` / - \V. ` \ 937.64 I m 58 \ I y A 938.03 937.89 937 28 \r11 \mil 938. . 37.63 936.77 xs36t06 93].4] �i�+ ASN Y� k� BSLBB 837.73 X938.94 � �r I X93110 .� I d ✓ 936.92 I' I � X032.84 / I f / 1 ' r 936.88 RV I X937.p8 6 ` \ 938,25 937,91 _ &17.8493],68 37.56 937.92 838"30 93 .45 7 0 L W 936.47 ___ 936_ c, ;e )37.8:. 93Z78. '937.55 938.94 - �- 30.6 �e 3 A 9 ie & u 93439 / / 934.32 9 r N XB3].15 I \ 938.01\ 0 i37.79 93).ai I \ \ 937. �� ,r5 I 937.]4 a37.7. 9}7.26 J3711 I -_- ; bRAINAGE UTILITY EASEMENT AS EDICATED 41 6.0' X93].37 9372. I I --' ill ON CH HAVEN PLAZA 4TH ADDITION X 936.8] \ 11.0- 937.], 937.6n\\\ 937.39 O FFE=938.01 `. 6. 937. 93,2937.90 2_ 9377,37 X OC [} \`\ \` 93&11 Q s8j6INCHMAPLEHARD ! 11�3T RIM= 3 2 937.60 ' 60 LAKE DRIVE. EAST 938.61 9W24 \ - I 3}a6 32.9 9 y�6�c I 9 J 6`'. X837.16 INV=�.74 (PLAN) �,y I X937.27 \ EO 7.99` I L ---/�--;;��.��\.�)Y \ 932.88 �++ -�y �T•1 - - -. - - - - - - - - - `^I I p \ ` 93].98 ` 937.11 I 6 2 ASH (+.r,-. 1\ - 932.30 1 L TOP dj y I 30.6 938A ' / : / 93] 9Q, 96Y.95 , 83. 5 ,. 93a.41 / 9�]75� 93&41 ` 937. 9}].57 I _\ 932.92 -[ / - y 9-&45 X >k a.41 I M- 5.13 �� DRAINAGE AND UTILITY EASEMENT s� v x 939 s}7,86 93! t,TL97 37.77 4 NV .501 933.21 m� 19D. x X 53Y98 937,& I aJ6.,3 I \ 6'r PVC --]AS RECORDED IN DOC. N0. 123349 .- L1.1 8 NCH ASH 7- \ 9W.22 isJ&27 B 1] �,3"/.52 ` B3s , ,,.� 936.aD �. '1l� AND ALSO DEDICATED ON CHAN `r,,;-' Y& � / \ , Ps`'� D Z' \ X932.69 D D D HAVEN PLAZA 3RD ADDITION ri 937.83 X937.55 L:; I 93,4.07 -9 937.60,y3 ` \\ NC`''e I5 } I \\ 937.69 / / X 937p 4�g 1124 V7.22 FOUND IP' M 93&09 ?�\' 17006 937.42 937.E 937.24 37.W 07.0 .: �- / �1158 - O �� %� 937.34 9 O I 37.82 0` 937.32 = .� / %O 35.62 % X9 Z 93882 INV=933.61 \\ \\ / 93] ( � 4/ \ .�. 935.89 \ / L ' RXCI B3]�52 937.11 9 36.88\ / 936.50 L.f I 93725 m' \ /� 9355] 935.89 \ 1 \ IX 934.97 Z W XB3&75 g39 72-20' 39.14 "�38. / \ `\ ,I (� 939,71 937.70 NIGI CE V 935.9 , n 1`1 12 ir+ftll ASH ) �`y - .i X, DL� f �10• 9.57 5FRUCE �} �\ , V %8A.90 X937.15 Z N NCN58. 7.53 7 V N / (1 �•` �y �L `�� � .`�Q 35.9 r 1• F y I -J f`�, Na7 \\ / �LV L�• J� d O QO\ / 9 7 / / /41 r\ r n m S I o xa37s i Na As_� �� \ �1\ \ _ '' �O ��1 to / as1s.19 y9 937.28 - m'O 937. k 37,20 I It, 3 \ %\ \\ � / P tJ 93S9 GP �� 9}].20 ('�i I \ r �y1 fk'L (^\ \ \ BM 1--- \\ ���� vv`�O /I / �iv)VJ / %836.79 li♦ 4`�� // 9J5.9 n\\(CJD _IO nV 35.88 / 9/XI OO 243 937. �� '•+�93a.65 �\ \_�_ SRi.�• / a�,�\ ". rn rn -'�' P� / x .21 X ��} k434.61 xoS.51 x \I x ` A �;B I8 Q) \ l / 34. 93Z78 / 934.65 1.\ 934.A\ \ 97 9 O[� X838.48 � 570 / Aj � Fes -WETLAND AS 935.35 \/ / \\ 934.5� \2i DELINEATED BY O ;JS]2 \ \\ ALLIANT RIM=93 ti5 35,54 - B PENGINEERING. INC h ,,,39 \� R M= 5 / \ +' WETLANDS X9 7' 1' ` DELINEATION / O) .as r 934.64 I /� E Z� 5-04-06 cH / \ - 924.n X936.83 5.0 ' I Q k \ 1 U1 X9W.29 , p - 9 .53/ / ,\ 9:�2 JB.W ' I Z Q 934.83 O DRAINAGEL - /935sa M a..D7/ ) \ = 6.22 4/ �O AND UTILITY �\ ,_ ^ + \=924.62 1 to �,� 835.61� O� EASEMENT Ip Ic\Q �' 93s.12 / \ x.6 \ 924.�V=924.50 ' I Vi N 4u I1 L, pi I X 13Zz I / XB34.56 /1 X924.55 9 .1 - 835.48 y� I Q Q 934.78J 1 I of QI hry 1935.6> U X936.29 I.-\ \X934.24 Q I 4/ ` S I X936.27 �a is _ _ Q) 36.14I 9 \ N0 \ J 9 .51 0 Q I m ` FOUND IP Z / 934.91 1 "/ -I N CD- 37. I II I ) m 9 I w 17006 \kIoww.6e I _ 11 c, r B34,SX8 / // 9�2 l+l I iV I I \\ ENTION POND 36.76 // / S934.fiY I I \ %034 83NCN BOX ELDER / / ^ A B36.ib00 O / I 1`1 a- 0 � I \ X924. / 36.67 511/ B 3 e36.ze O Q B23.s7 N�� 93c FWNO 938.52 93i52 r1 X k o I DRAINAGE EASEMENT AS RECORDED IN DOC. NO. 123350 /N �9 S 8 9 17006 / -L NCR BOIL` - '� DRAINAGE 93 ,� _ •B ---'"-�,.�` AND ALSO DEDICATED ON CHAN HAVEN PLAZA 3RD ADDITION % ; �h AND UTH TY Vl ► I/ � i � �p / Q 3 935,92 1 -1 ,/' - a 936.e2 - _- EASEMENT-__\1 �LL /\ / >` O �IV �A < 4 `O ' \ ```�� 9b4.5f mN 13� 3XB32, .03 83+.eb 83347 032 / �'9/ji 935 6 `00 w�4 93411 833 L \ \ 836.6} \ 9J6. 0935.81 "/ /9}5. •Y6' „ : \ / \ 934.Bfi ` 3184 , 1 re » `` \ / ,934.40 i 33,94 935.19 972911.q 1. 937 Etto 931.90 FO g 93286 DRILLDHOLE '-FOUND IP36�p1 8612 B I 93ti13 - 12" DIP 1 933.37 I 9263 T 3440 Ii LAKE DRIVE EAST `\\ 835.18 934.43 933 78 �\-531.87 \ \ \ PROPERTY DESCRIPTION LOT 1, BLOCK 1, CHAN HAVEN PLAZA 3RD ADDITION, CARVER COUNTY, MINNESOTA Notes: 1. The locations of underground utilities are depicted based on available maps, records and field locations and may not be exact. Verify all utilities critical to construction or design. 2. The basis of bearings is assumed. 3. All distances are in feet. 4. This survey was prepared from legal descr'ptions supplied and our in house records and may not depict all easements, appurtenances or encumbrances affecting the property. 5. Bench Mark: 101 feet southeast of southeast corner of 60 Lake Drive East and 40 feet southwest of entrance. Elevation: 938.04 LEGEND Q SET CAP IRON MONUMENT 18425 G GASMAIN FOUND IRON MONUMENT I% SANITARY SEWER HYDRANT >> STORM SEWER g WATER VALVE I WATERMAIN Q TELEPHONE BOX T UNDERGROUND TELEPHONE $O SANITARY MANHOLE 11E OVERHEAD ELECTRIC _Q_ SIGN HIGHWAY ACCESS ❑ CATCH BASIN ® ELECTRIC BOX 74 LIGHT O STORM MANHOLE DECIDUOUS TREE CONIFEROUS TREE (} yTr POWER/L1GHT POLE ® BOLLARD � 1 0 15 30 60 1 �Y SCALE IN FEET VICINITY MAP NOT TO SCALE 185'-0' 47-0" 138'-0' EXISTING BUII hrvr,I II I - -, 4 i jil I 13 El' $ _ I ENM6-- - ,i / Ii I VIM 123 In G u a I 0 0 o N oo------� � I I I I I I NI I\ II6 LJLJ us YYl I I I I icil 0 I09 II I I I I 8 los 105 ulA I ne I I I I I i I I `--- L J E 103 0 ❑O ❑ r❑o❑ noon " I 11 o� IOI 00 � 107 0 S 0 34'-0' 104'-0' DEE1/ SIGN DELOPMENT PLAN A 0 4' 8' 16' 32' A2.0 I/B' = I'-0" 0 L �J d d IT Wilkus Architects, Inc 11487 Valley View Road Eden Prairie, Mn 55344 p.952-941-8660 f.952-941-2755 inforg?wilkusarch.com www.wilkusarch.com AUTO BODY &GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 (952) 933-9669 Q J 0 Z Q Z W v7 Q 2 Q 2 U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Name: Registration No.: Date: PROJECT NO.: ABR3383-06 DRAWN BY: CJN CHECKED BY: MJW - a20-pro.dwg AIM ISSUE: DATE: DESIGN DEVELOPMENT REVIE 05-19-06 DESIGN DOCUMENT APPROVAL - CONSTRUCTION DOCUMENT START: - ISSUE FOR CITY REVIEW: CONSTRUCTION ISSUE: REVISE FOR PE IT: SCOPE CHA REVISION: - PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER /TITLE A290 FLOOR PLAN NOTES & REFS EXISTING BUILDING TO REMAIN LAKE DRIVE EAST SIGN 8'W X 4'H — ILLUMINATED — MAX. 8' HIGH, MAX 64 S.F. 3 7.0 2 7.0 I 7.0 4 ELEV44TION KEY PL,4N A7.0 NO SCALE BLACK ANODIZED ALUMINUM CURTAIN WALL WITH TINTED REFLECTIVE INSULATED GLASS 1@11RIIIIIIIIIII.wirrr,.wq, ■ 1 , 031 INTERNALLY ILLUMINATED SIGNAGE ON RACEWAY — GOLD LETTERS. VERIFY SIGNAGE DESIGN AND LOCATION WITH ABRA. METAL PANEL ELECTROSTATICALLY PAINTED BY G.C. 'PLUM COLOR'. GLAZED C.M.U. ACCENT — BLACK — PLAIN WITH NNQ SCORE — FRONT FACE AND RETURN FACE. 16 GA. SILVER ANODIZED ALUMINUM FASCIA AND SOFFIT 16 GA. SILVER ANODIZED ALUMINUM ARCHITECTURAL PILASTER 24 GA. PREFINISHED METAL CAP FLASHING — BLACK ANODIZED COLOR 12' SCORED BURNISHED INTEGRAL COLOR TAN C.M.U. GLAZED C.M.U. ACCENT — BLACK — 8"x8" SCORED r1 TOP OF WALL EL. 120"-6 rh SOFFIT BOTTOM BLACK ANODIZED ALUMINUM OVERHEAD DOOR WITH TINTED REFLECTIVE / INSULATED GLASS EXISTING HWY 5 SIGN WITHI NEW FACING — ILLUMINATED MAX. 64 S.F. 3T FRONT ELEVAMON M11v BLACK — 8"x8" SCORED LOCATION WITH ABRA. 2 NORTH HWY 5 rfj BLACK — 8"xB" SCORED MATCH "CAMELCOAT #530' FROM ICI MASTER PALETTE 3 UJEST BACK I/8' = 1'-0- T I ON 1/e' = r-0- 1/0' = r-0' Wilkus Architects, Inc 11487 Valley View Road Eden Prairie, Mn 55344 p . 9 5 2 - 9 4 1 - 8 6 6 0 f.952-941-2755 info(gwilkusarch.com www.wilkusarch.com AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 (952) 933-9669 U) U) Q J 0 Z Q O m z z w U) U) z Q v 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA- t Registration No.: Date: PROJECT NO.: ABR3383-06 DRAWN BY: CJN CHECKED BY: MJW a70—pro.dwg ISSUE: DATE: DESIGN DEVELOPMENT REVIE 05-19-06 DESIGN DOCUMENT APPROVAL — CONSTRUCTION DOCUMENT START: — ISSUE FOR CITY REVIEW: — CONSTRUCTION ISSUE: REVISE FOR PERMIT: SCOPE CHANGE: g; PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE ATO EXTERIOR ELEVATIONS WETLAND DELINEATION REPORT ABRA AUTOBODY CHANHASSEN, MINNESOTA PREPARED BY: ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MINNESOTA 55415 PREPARED MAY 12, 2006 u 0 A This report presents the results of a wetland delineation performed on the ABRA Autobody site in Chanhassan, Minnesota. The purpose of our investigation was to determine the boundaries of wetland areas found on the project site, which are regulated under Section 404 of the Clean Water Act. The following resources were reviewed prior to conducting the field investigation: Aerial photographs from 2003, US Fish and Wildlife National Wetlands Inventory maps and soil information from the US Department of Agriculture Carver County Soil Survey. Soil and vegetation samples collected on the site during the investigation were inspected to determine the boundaries of the wetlands. Hydrological indicators were also investigated. Details of the collected data can be found on the Corps of Engineers data sheets provided at the end of this report. The site was delineated in the field on May 4th where numbered pink flags were placed along the perimeter of the wetland. The wetland was surveyed by Alliant Engineering on May 5`h, 2006. Definition of Wetlands The following definition of a wetland is taken from the 1987 Corp of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987). Wetlands are "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas." Listed below are the three criteria used to determine if the subject property is classified as a wetland. All three wetland criteria must be present for an area to be classified as a regulated wetland under normal circumstances. 1. The area must have hydric soil. A hydric soil is defined as a soil that is saturated, flooded or ponded long enough during the growing season to develop anaerobic conditions in the near surface zone. 2. The area must have a predominance of hydrophytic or wetland vegetation (e.g., sedges, cattails, rushes, water tolerant trees) or be capable of supporting this vegetation. 3. The area must have evidence of wetland hydrology. Wetland hydrology is defined as periodical inundation or saturation of soils to the surface at some time during the growing season. Water marks, sediment deposits and drift lines are examples of hydrological indicators used if saturation or inundation is absent at the time of inspection. Where plant species have been referenced in the text, we have cited the common name, scientific name and wetland indicator status according to the National List of Plant Species that Occur in Wetlands, North Central (Region 3). A plus or minus sign attached to a species' indicator status means that the species falls on the high or low end of the wetland frequency range for its classification, respectively. The various indicator categories are as follows: Obligate Wetland (OBL): Species occurs almost always (estimated probability >99 percent) in wetlands under natural conditions. Facultative Wetland (FACW): Species usually occurs in wetlands (estimated probability 67 to 99 percent) but occasionally found in non -wetlands. Facultative (FACT: Species equally likely to occur in wetlands and non -wetlands (estimated probability 34 to 66 percent). Facultative Upland (FACU): Species usually occurs in non -wetlands (estimated probability 67 to 99 percent) but occasionally found in wetlands (estimated probability 1 to 33 percent). Obligate Upland (UPL): Species occurs in wetlands in another region but, under natural conditions, occurs almost always (estimated probability >99 percent) in non -wetlands within the specified region. Species that do not occur in wetlands in any region are not found on the National List. No Indicator Status (ND: Insufficient information available to establish indicator status. For an area to be considered a jurisdictional wetland, more than 50 percent of the composition of dominant species from all strata (e.g., trees, shrubs, groundcover, etc.) must be OBL, FACW and/or FAC (excluding FAC-). We have described soil colors according to Munsell Soil Color Charts (1994 Revised Edition) for all of the soil samples taken in the area. 2 DESCRIPTION OF SITE Site Location The site is located in Chanhassan Minnesota. It is located in the El/2 of Section 13, Township 116N, Range 23 West, Carver County, Minnesota. .General Site Description The total site consists of approximately 2.5 acres. Of this, approximately 95 percent of the site is occupied by a building, parking lot, drive and landscaped areas. There is a small wetland located in the southwest comer of the site which is about 1/5 acre in size. Adjacent Land Uses The site is bounded to the north by Highway 5, to the west by a McDonalds restaurant, to the south by Lake Drive and another retail store to the east. WETLAND DELINEATION RESULTS The entire site was investigated for the presence of the three -wetland criteria. One area was found to contain all three of these criteria. The boundary of wetland A was delineated in the field with pink wetland flags on 5-04-06 and surveyed the following day. Vegetation, soil data and hydrology were sampled in representative areas of the site. The following is a summary of the data that was collected. Wetland A Wetland A is a Type III shallow marsh located on a depression in the southwest comer of the property. Dominant vegetation consisted of Reed Canary Grass and Narrow -Leaved Cattail. Soil observed below the wetland boundary was mapped as Lester loam. The soil was a loam with clay underneath with mottles present. The primary indicator of wetland hydrology was saturation in the upper 12" of the soil. Secondary indicators included 3 FAC neutral test and topographic position in the landscape. Wetland A is approximately 8,000 SF. Adjacent upland consisted primarily of mowed turfgrass and a few landscape trees. Soils above the wetland boundary were also mapped as Lester loam and were the same as the soils below the wetland line except that they lacked any mottling. No primary or secondary wetland indicators were observed. The delineated wetland basin had no apparent inlet or outlet and is charged by overland flow. The delineated wetland boundary followed a change in plant type and topography. National Wetland Inventory Man The National Wetlands Inventory Map (NWI fig. 3) shows no wetlands present on the site. A wetland delineation was completed for the ABRA Autobody site in Chanhassan, Minnesota. Based on the findings mentioned above, Alliant Engineering has determined that one wetland exists on the project site. Wetland A is Type III marsh located in the southwest comer of the site, located between the McDonalds parking lot and the driveway entrance to ABRA Autobody. The dominant vegetation is primarily Reed Canary Grass and Narrow -Leaved Cattail. The soils on the site correlate closely with the soil survey maps as best as I can determine. This is difficult to tell for sure because the site seems to fall almost on an unmapped border between Hennepin and Carver counties. In addition, the soil survey map is from 1968 so there are few similarities to the way the landscape appears now. The soils are a loam on the surface (10YR 3/2 typically) overlying clay (IOYR 4/6 typically). Distinct mottling was observed below the surface horizon. The hydrology criteria were attained mainly through primary indicators (saturation in upper 12 inches) and secondary indicators (FAC-Neutral test) as well as first hand observation. Wetland A is approximately 8,000 sq. ft. 4 APPENDIX Figure 1 — Site Location Map Figure 2 — Existing Conditions Survey Figure 3 —NWI Map Figure 4 — County Soil Map Figure 5 — Aerial Photo US Corps of Engineers Data Sheets 5 U.S. Department of the Interior -Fish and Wildlife Service Wetlands Inventory Map. 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual. Department of the Interior. 1989 Federal Manual for Identifying and Delineating Jurisdictional Wetlands. Environmental Technical Services-U.S. Department of the Interior. Practical Handbook for Wetland Identification and Delineation. John Grimson Lyon 1993. Wetland Plants and Communities of Minnesota and Wisconsin. U.S. Army Corps of Engineers. Midwestem Wetland Flora. U.S.D.A.-Soil Conservation Service Midwest National Technical Center. National List of Plant Species that Occur in Wetlands, North Central (Region 3) (US Fish and Wildlife Service Biological Report 88(26.3) May 1988) Munsell Soil Color Charts. Revised Edition 1994. Wetland Indicators: A Guide to Wetland Identification, Delineation, Classification and Mapping. Ralph Tiner 1999. Soil Survey of Carver County, Minnesota. United States Department of Agriculture Soil Conservation Service. 1968. 6 • • Dr • rron Cir Rio Or • • TO • S • o • xe • • • Lp;- !3 Nurvers rams mu Deerfield Tril g S Q CL > 1 11L .� Chan Vw Chanhassen ., Ly a C SITE LOCATION MAP • Jesign File I Checked By • DD 'uwg Name: Grown By. • LM 0,013 JDD Data xme: • 5/05/m N.T.S. ioi; 11-yh7v, $z IN 78th st Rfry Marrs Lake pgrk I hereby certify that this plan, speciticotian .1 repot ans prepared by me a under my direct supervision d that I am a duly Licensed Professional Land Surveyor under Minnesota statutes 326-02 to 326.15. "�keOr1� prrt'P�0 m pt ABRA AUTOBODY LOCATION MAP CHANHASSEN, MN i,IIrj1S-rrL4 L", Qt.I-MVO 1N 77th T >r 0 E9 1lVviiiif Id Rd �1 Z011 w 6 WRTH ALLIANT ENGINEERING I co S Fa PA I E a 333 PARK AVENUE SOUTH SURE 300 Y17SB l3 UN 33415 52)50-00a 63 158-3a99 F. r1 U �acah - soox a Rw w=czooso�ninn..>..�czooso�<+mawnnd �. wea T w � N T� 1 Ja•ITmT�ii f 1} Iss e.Owe�o°eOp-Keve .� } � 4 � � M I . � \ t ii- n.. w �� xo. aamra 2I � d k �suri= camn.00 ��Y s p J� j •. *994 rye r a NATIONAL WETLANDS INVENTORY MAP dor PROJECT LOCATION w040� �NANti # � r L10 Design File: Cbebed By I hcehy certify that We plan, specification or report MD eas prepared by me or under my direct supeMaian and that I am a duly Llceoeed Professional Land Deg Name: Orden By. Surveyor under Minnesota statutes 326.02 to 325-16. NWI.DWG JDD Signature Dote: Scale: 5/05/06 N. T.S Data Registration Numb, rc NORTH ALLIANT ABRA AENGINEERING NATIONAL WETLANDS INVENTORY INVEE NTORY INco K PaARSWiHTH 21] PARK AVENUEUE CHANHASSENI MN sun zoo MINNEAPOus, NN 55415 (612)155—]080 (a11)758-3099 FU :ff.•f.:<';::'.S. ^•i�.,N.:a,...?.,.•,3 •.f�G:Y�''- flay s KB2 — LESTER—KILKENNY LOAM — 2-6% SLOPES, ERODED. CARVER COUNTY SOIL SURVEY Design Fl. Checked By: I hereby certify Mat Ws plan, apci6mtion a report .� woe prepared by me m under my dkect supervi vnd Mat I am a duly Licensed Prpfeasimal Land Deg Nam. Drawn BY 5 ,ya under Minnesota statutes 326.02 to 326.16. MLDM MD Scds 5/05/06 N.T.S Date ReglsraUcn Number ABRA AUTOBODY CARVER COUNTY SOIL SUVEY CHANHASSEN, MN 0 NORTH ALLIANT ENGINEERING I N C 0 a P 0 R A T ED S P20 AVENUE SOUTN x00 MINNYI12 W- S, YX 55{IS 912158-b90 Blx 758-3099 FM v ACRIAI PWOTh Y IJ NORTH Design Pee: by certify that this plan, speci6catbn err report repwed by me w under my direct supm+sionloaf am a tluly Licensed Pro/essional Lontl yor under ulnneooto statutes 326.0P to 3P6.16. ABRA AUTDBODY AERIAL PHOTO CHANHASSEN, MN ALLIANT ENGINEERIN( 1 R c o R P o R ♦ i E 333 RARK200 ♦vERUE soon sulrE Roature _ 4;275 Dus. ux ssm(613))]5:3060Dal<: tRrz)]59-30R8 P,a5/05/06N.T.S. ON, Nome: AERIAL.DN'G fTTNaned e: Re91s11.1- Number i 0 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Applicant/Owner. Investigator: _ Do Normal Circumstances ebst on the site? Ye No Is the site significantly disturbed (Atypical Situation)? Yes Is the area a potential Problem Area? Yes VEGETATION Date: 5 - z' O (o County: CAR vER State: Alw Community ID: 14 Transact ID: U Plot ID: DomJnant Plant Species Stratum Indicator Dominant Plant Species Stratum hdicator 1: PEE /i CA/lgky GrA55 -� iAcW+ g. a) 8di 10. 3. 11, a. , r.; on GJ; Ito w 12. S. l:x Pr:cva) /0 /. 13. s. J 14. Percent of Dominant Species that are Oaf FACW or FAC (e)duding FAG-). Remarks: ',�r 1, sr _Recorded Data (Describe in Remarks): _ Stream, Lake, or nds Gauge Penal Photographs _ Other No Recorded Data Available Feld Observatlons: Depth of Surface Water. Depth to Free Water in Pit Depth to Saturated Sol: e (n.) —3 fin.) Wetland Hydrology Indicators: Primary Indicators: Inundated Saturated in Upper 12 Inches —Water Marks _ Drift Lines _ Sediment Deposits _ Drainage Patterns In Wetlands Secondary Indicators (2 or more required): _ O)dcraed Root channels in Upper 12 Inches WaterStained Leaves _—Local Soo Survey Data _ FA6Neub W Test _Other (Eiplain in Remarks) Remarks: fffJU,I i Y(eai' S��jla.c2, 'Orwy 1`�5 q 0irevi0U5 `/ �y5. 3.-'5' 'lh PIyn,.og4.- II E32 Appendix B Blank and Example Data Forms cnu a Map Lkil Name (Series and Phase): Z- 5 t°Y /6AM Drainage Class: L'Ve`(i .✓o�-QED Taxonomy (Subgroup): E- �ognt Field Observations iX n f VE Conflrm Mapped Type? Yas No P., OI %C a ✓ S. Profile Description, Depth Matrix Color Mottle Colors Motile Abundance/ Texture, Concretions, (inches) Ibrlmn (Munsell Molst) (Munsell Molstl SbelcQnbrest Structure, st^ 0-7 low z Name — CIdLy /0FIf�17 /Z-l9� 70v. /0 N/(. No n e _ 7a D C/+ _36 A/ en a iiydric Sol Indicators: _ Hstosol Mstic Epipedon Concretions _ Mgh Organic Content in Surface Layer in Sandy Soile _ Sulfidic Odor _Organic Streaking in Sandy Soils Aquic Moisture Regime _ Listed on Local I-yddc Soils List Reducing Conditions Listed on National Fydric Sons List Gleyed or Low Chroma Colors _ Other (Explain in Remarks) Remarks: ' I } 44 7/ y WFTI Amn f)FTFRMINATION Hydmphydc Vegetation Present? Yes No (Circle) (Circle) Welland Hydrology Present? � No Hydric Soils Present? Yes e° Is this Sampling Point Within a Wetland? Yes Remarks: -GI�P%� ) /S p/`Q.N ✓1 �q� _ 1�C�(y C/✓n.1'r.� j-N.re . q h or 'n /� 01 onn� � �?et/, y e S y b✓� verb GLaa m y r e c e n t J ia;r\s ktke fA^ St� (PVJ0 5 L)bS +R 'n 4 '4 a 1(t/, by HOUSACE Appendix B Blank and Example Data Fo"s B3 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: AMP A"O bo X � - C i1 a n ? . F„ Date: S -Z -O (y Applicant/Owner: County: 04 of R Investigator: ? D Do n Pa State: MN Do Normal Circumstances epst on the site? es No Community ID: /3 Is the site significantly disturbed (Atypical Situation)? Yes ® Transect ID: L�j Is the area a potential Problem Area? Yes 05�- Plot I D: VEGETATION Dominant Plant Species Stratum Indicator 1: EE Cgvq /Rq=S l� F,4ef 2( %w� 507- 3. T 4. %J.7Re%�N le.. CO fi%i l n99,61 s. (Tyiad ,rs ana„s l Fa/%4) So Dominant Plant Spades Stratum Indicator 11 IIPercent of Dominant Species that are OBL, FACW or FAC 2/Z (excluding FAG-). / QO 1 Remarks: r/ O 15 '0l0 r/� S i- r'0/l�'r '1"�A zoeS- O+ C'Q /lu �4 5f,-// alKoit6l e'(G') Ca J7a;15. I:IU]KIN7SOZH1 Recorded Data (Describe in Remarks) _ Stream, Lake, or Tide Gauge ,4Aerial Photographs _Other No Recorded Data Available Field Observations: Depth of Surface Water. Qn.) Depth to Free Water in Pit (in.) JjOB� Depth to Saturated Sol: V rm.) Wetland Hydrology Indicators: Primary Indicators: _ inundated Saturated in Upper 12 Inches _Water Narks _ Drift Lines _ Sediment Deposits _ Drainage Patterns in Wetlands Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 Inches —Water-Stained Leaves _ Local Soil Survey Data FAC-Neutral Test _ Other (Main In Remarks) Remarks: 1/)T 15 Gt �jcf� ✓L -rrOM 4�a e,(j Wafer_ B2 Appendix B Blank and Example Data Forms y Map Link Name 1 P✓ /d9/✓/ (Series and Phase): P 5 Drainage Class: k/E!I PI -A r /la b Taxonomy (Subgroup): r-dE - Odc M Fleur Observations 1F Confirm Mapped Type? Ye No P Profge Description: Depth Matrix Color Mottle Colors Mottle Abundance/ Terdure, Concretions, [inches) Horizon (Munsell Molst) (Munsell Molst) Sim/Contmat Structure. ft. 0 1/9 37- tJDn — ID AM 70-1 IDYR yb Y X9 Z/fywR//D.sCtalv 3yV�z Hydric Soil Indicators: _ Hstosol Fistic Fpipedon x Concretions _ Hgh Organic Content in Surface Layer in Sandy Soils _ _ Sulfidic Odor Aqulc Moisture Regime _ Organic Streaking In Sandy Soils _ Listed on Local Hldric Soils List X Reducing Conditions Listed on National Hyddc Soils List X Gleyed or Low Chro= Colors _ Other (ExplainIn Rearks) Remarks: %I/ ver� �t1I� / be/0LJ V1,14 WFTI ANTI n F;TFRMINATILIN Hydrophyfic Vegetation Present? Ye No (Circle) (Circle) Wetland Hydrology Present? No Hydric Soils Present? ((YYAAAA No D this Sampling Point Within a Wetland? Yes No Remarks: Si-�E %S 4 S/nq // rVUI7 ra //.r,*/ 7'ytae ff mN rs 4 9/0/ Cover�6( in ra7�a.'/s, SP/ 6 � W6y/atVI p s 5V avr V2✓y wc(t Je t;ole-,Y. /4ca A--,M by Appendix B Blank and Example Data Forms B3 T �e d� CITY RECEIVED SSEN MAY u 2 2006 CHANHASSEN PLANNING DEPT WAU NCNRRb.I� t,u)v.IkTY .n.A ym.�tire, Mn i53« 9.9sx-9. 1.sEw 1.953991-3)Ss inbRx�i6uuah<un ww.�telll AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 (952) 933-9569 PROJECT LOC17 : CHANHASSEN, MN Q MMICWN DEVELOPMMT PLANT yc - ro "M NUMBER / 1 A2.0 RooR PUN Nora R R s OIMAN VNL MIN iN(EO ///---���r G PHfEB .o REftECMF NRLAIFD / CID PWNC _ w , A u�OFrir�e,}mran • ;Igh:G� n EAST MONT ELEVATION TD w-rb /+imn rw5n. wu IXAD lFT1 l YH6r �.. pAII9 cJw. /LLCM - Lxiflr w.ic u91CN IIe ald2 - b.e' ICDRFD c cw xvE¢ ANJC�D IDCArnN YRH ANA Nxol,ccnaAL n NORTH Wr 8 ELEVATION n w-re r u P¢ENN! czAZED csw. rccuzr - cIv RW1Y - dXY T E1G' !LY%9 �O M1eD CdIR —P lL'LBD " EMINc BIAAY TO —4 -� e e �i: p� e C..:::::::i::7I.7:LC.1::�:::::::::�::::�:::::::::�7.. 1.... e ! • YYWI nnn ii i • •Nn I InunniW� ..i ___ - 0 ELEVATION KEY PLAN pD i X•LL R CO¢mIC1iE9 mr�M', oECXoe - vANr ro RE YNHCWT /3MI fERI O IYSiFY PNfIIE • UBST BACK ELEVATION < W-F -�Tv O` CHANHASSEN DECEIVED 2 2oo6 �ANHASSEN PLANNING DEPT e rrlm MfiNML l.[ N,nvNNr vN. wa p.1 r2-1 1-s610 R.osxn,l-a•so Los z.o, s-vss A ;k AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 5537T (952) 933-9W9 PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TIRE A7.0 EXTERIOR ELEVATIONS LJ DESIGN DEVELOPMENT PLAN Wilkus Architects, Inc 11487 Valley View Road Eden Prairie, Mn 55344 p.952-941-8660 f.952-941-2755 infoewiIkusarch.com www.wilkusarch.corn AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 (952) 933-9669 0 U) Q �J V z Q 0 m z Z Lu Cn z U CITY OF CEIVEASSEN MAY 2 2 2006 CHANHASSEN PLANNING DEPT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. r Registration No.: Date: PROJECT NO.: ABR3383-06 DRAWN BY: CJN CHECKED BY: MJW a20—pm.dwg ISSUE: DATE: DESIGN DEVELOPMENT REVIE 05-19-06 DESIGN DOCUMENT APPROVAL — CONSTRUCTION DOCUMENT START: — ISSUE FOR CITY REVIEW: — CONSTRUCTION ISSUE: REVISE FOR PERMIT: SCOPE CHANGE: REVISION: PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE A2*0 FLOOR PLAN NOTES & REF'S c I/8„ = I.-0" .31IIf iffI CARX It F. EXISTW BUILDING TO REMAIN LAKE DP.IVE EAST SIGN 8"W X 4'H — ILLUMINATED — MAX. 8" HIGH, MAX 64 S.F. GLAZED C.M.U. ACCENT — BLACK -- 8"x8" SCORED • PREFINISHED SCUPPER & DOWNSPOUT WITH SPLASHBLOCK — COLOR TO MATCH "CAMELCOAT #530' FROM ICI MASTER PALETTE i u BLACK ANODIZED ALUMINUM CURTAIN WALL WITH TINTED REFLECTIVE INSULATED GLASS INTERNALLY ILLUMINATED SIGNAGE ON RACEWAY — GOLD LETTERS. VERIFY SIGNAGE DESIGN AND LOCATION WITH ABRA. BLACK ANODIZED ALUMINUM CURTAIN WALL WITH TINTED REFLECTIVE INSULATED GLASS W1 i-rr N■r/■■■■■■■■■■■r■rr■r■■■■■■■■■■■■■■■■■■■■r■■■■■■■■■■■■■■■r■rrr■■ ■■■■■rrl Y■■r■■■■■■■rr■■■rrr■r■■■■■■■■■■r■■rr■rr■■■■■■■■■■■■r■r■■r■■■■r■■I■■■r■■rl a■■■■■r■■■■■■■■■■■■■rr■ rlrrr■r■ni ■r■rrr■■■■rr■rr■■rrrrr■■■■■■rr■■r■rrrlr■r■■■ ■ ■■r■r■■■■rrrr■rrr■■rr■■■r■rr■rr■■■■■■■■■■■rr■r■■■■■rrr■rrrl ■ ■■■■■■■■■r■■rr■■■■■r r■■rr■r■rr■r■■■■■■■■r■■■■■■r■■■■■■■■■I■■■r■■rl ■ Door■ o0000 o■r■o■oroo■0000 �0000■I 000■I ■r■rr■■ rO rW ■■Y■�■■ Y■■r■rr■I 44T I ON KEY PL14N J 16 GA. SILVER ANODIZED • ALUMINUM FASCIA AND SOFFIT 16 GA. SILVER ANODIZED* - ALUMINUM ARCHITECTURAL PILASTER 24 GA. PREFINISHED METAL CAP FLASHING — BLACK ANODIZED COLOR 12" SCORED BURNISHED INTEGRAL COLOR TAN C.M.U. BLACK ANODIZED ALUMINUM OVERHEAD DOOR WITH TINTED REFLECTIVE INSULATED GLASS 24 GA. PREFINISHED METAL CAP FLASHING — BLACK ANODIZED COLOR 12" SCORED BURNISHED INTEGRAL COLOR TAN C.M U. INTERNALLY ILLUMINATED SIGNAGE ON RACEWAY — GOLO LETTERS. VERIFY SIGNAGE DESIGN AND LOCATION WITH ABRA. 24 GA, PREFINISHED METAL EXISTING BUILDING TO CAP FLASHING — BLACK REMAIN ANODIZED COLOR GLAZED C.M.U. ACCENT — 13LACK — 8"x8" SCORED EXISTING HWY 5 SIGN WITH4 NEW FACING — ILLUMINATED MAX. 64 S.F. rl STOP OF WALL EL. 120'-8" SOFFIT BOTTOM NAST FRONT 50% WALL AREA — BLACK ANODIZED ALUMINUM CURTAIN WALL WITH TINTED REFLECTIVE INSULATED L GLASS GLAZED C.M.U. ACCENT — BLACK — 8"x8" SCORED TOP OF WALL EL. 120"-8" / BOTTOM OF SOFFIT EL. 112-0" GLAZED C.M.U. ACCENT — BLACK — 8"x8" SCORED 1 NORTH HW1' S ELEVATION 1/a' = 1•-0" Wilkus Architects, Inc 11487 Valley View Road Eden Prairie, Mn 55344 p.952-941-8660 f . 9 5 2 - 9 4 1 - 2 7 5 5 infoewilkusarch.com www.wilkusarch.com AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 (952) 933-9669 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Name: Registration No.:Ir _ Date: PROJECT NO.: ABR3383-06 DRAWN BY: CJN CHECKED BY: MJW a70—pro.dwg ISSUE: DATE: DESIGN DEVELOPMENT REV! 05-19-06 !DESIGN DOCUMENT APPROVAL — CONSfRUCTION DOCUMENT START: — ISSUE FOR CITY REVIEW: — CONSTRUCTION ISSUE: REVISE FOR PERMIT: SCOPE CHANGE: REVISION: PROJECT LOCATION: CHANHASSEN, MN SHEET NUMBER / TITLE ATO EXTERIOR ELEVATIONS NO SCALE 10 9 CITY OF RECEIVED SSEN MAY 2 2 2006 CHANHASSEN PLANNING DEPT 9ru.a �nla.ra, iK 11w7 v,Ye9r .o,l [Am r.,hb Mn 5559. P.952-941 -0660 1.952 9 4 1 - 2 7 5 5 inloynil4inartM1.cpn ww.wil4uvr�kcom AR AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHMHASSEN. MN 55317 (952) 933-9669 U U) Q J z Q } O m L0 r LL Co Q rM a wi dow: C F AN IASSEN, MN Ift\ /C sI1¢r wawa / mtt A2.0 N raw w • ISPS 'N vl 1d34'JNINNVId N3SSVHNVHO 9ooZ Z Z AV14 43ABOE8 NJSSVHNVHO 40 /.11O NOIl7ARM WVg IOW 31LilId MCM 0 LtliS! Ina 1r0JiIIYJ. r Iw PL LNdd - 3Nnn Thai m1vX o NovrBW ivra.veT 6H0J6 .9.A - Y?IH - LVL'T"IIVJ 6EVCI +anon unnrrnuna wn.r+qn n.nnurwwsonsm w.. up. . q.. np. � TRfJ mrsm avnJ mma, Ol .Ttlfi .>SlID9 YTIi - .911iVH dp ldlal mN� YJ K �I■ FL _ � vt NOI.LVA" 1NOM M MI m1YYG1 3vu3•laa muu �\ 'i5 N ]MI N1M XKV Wa9AM m1N{IT - .'M'fId Fi. 4MRN 6ID]TH ST/Y Ki S AM1'JLLIDN SN UV3 d0lt3 0'Lb 3 / H38NON 03HS NW 'N3SSVHNVHJ 9�ouram nxa6d z Z 2 N m z z 69%-CC6 (Z96) G LESS NM'N3SSVHNVHO 1SV3 3AWO 3MVI OY snrlaNil00.kUN3H SME) 8 e009 oinv sssrnrr✓read rnss w'+rH.N ..y n°d M1.S 1.RAM11 �.9 9WPN �91M a+.ss a va NV"W AN> NOIl'0'/l" e - LNnT/ rnn mlrc vavd N1M NgLVJm on ran nrac LLv 'O911T ace N %w 3OH D 31 - lydv3orM w 3ohac x - mlaarm - nr r ml'RYRI A'IMBIW I.0 ra ILrB irea MYII ' �S��y A S� 01 .]r,IfG Jdl6IX3 0 CITY OF CHANHASSP RECEIVED MAY 2 2 2oo6 HANHASSENPLANNING ►UTO BODY & GLASS AENRY CORNELIUS 10 LAKE DRIVE EAST :HANHASSEN. MN 55317 952) 933-9669 CI IANIiASSEN, MN BIQI NUMBER / T A2.0 H " M B wrs t0 WHECiNE FmLAT(A <SAss G fHFMN IHIM1 ■1 CAN% K 4Nm Fear aw ev LLUfM1FA - ML 6- NL11 IMM N !F. GFiSD CIYA nLQ!!f - eFc% PPK9lMD XLOpfR Y oa99apan w1111 rn 4a M 'LNHLOAi p FQL91 q M9R4 FNFT u 1 0 ELEVATION Kit' MAIN PL N W lVlt .------- FnFaaui.r WIINATm lin+A� m eAtswAr - 00.D IFifFCl. V<ffY 9qOLf LfT']1 ND LCCAtlTI WfH AMA FIgIK' dIAC TO I. _ II ^-. F10iNC WY ! ]q! IFY F1L1Y - WIfNIH/ it EA6T MOW■LtVATION Y SOAR - G'1G' %tl0O ! NORTH Willy a, ELEVATION I W.fO CWOCAIEO MT& RTN. OFL[NC - pFtrt t0 N.iCM CMLtCOAT p ram a Iw9rdt FrtmTTe 9 UMT CIA= ELEVATION nt0 CITY OF CHANHASSEN RECEIVED MAY 2 2 2006 CHANHASSEN PLANNING DEP- o fi IIY71aFe9Y 5 Fdn hairie. Mn 553Y p.959.991l6ip 1.951-f91-1)55 inlapw0huartM1swn pl;k AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN. MN 55317 (952) 933-9W9 v vYs��l MgxCf 1DCATg1! CHAM-IASSEN. MN � pllArcle / 9511[ ATO Q1E%10% MATIO%! J YYfv ArtMb�4. MR 1MOYiq\LYi FI9NSINy fY6YM 2-14 Lf if• CIS f.fSl-fa3)ff I�SffY`A4Y� pQk AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CF ANH SSEN, MN 55317 (952) 933-9659 MJEU URJ : CHANHASSEN, MN SHEET NUMBER / TTE A2.0 FLOOR FUN HMS R REFS MR M'/@O AW QQiM' wAu wTl r TO RHIECENE rd.urw clwv NlF! y ELIRR m %,H - LLNfY.rF9 - !]M{f W R AY - /1AK a Hd� Nut F sp. OOLO LE'11FRl. w y 9YilALf OL'CI w IO Ml p A GAIID GlU1 KCblf - AKS ,o KLrVATION KSY PLAN ., scNs �r e Ftld1NC NVT 5 1W vertu^-� \ AGNnI N.IXEL. NEw pAOC - uuw.rEo �TO�-� �� NAL N Si. r1 SAW PROW ■ "ATION W.................... .. ::. _ ': • : :-d •..'=• S� p ........... .......::�..• ::.. x.........:...:................ ... x.Tx�' -- -- MiE E '��� l m -fix i CA. %Z AMRFO / SnMCF eM RARYAY - ILfNIt FAIL A,D QiD 1F11W. 1L6Y 6A>® CJUA ACQM - lLiflf !iM{f LCY:! A/D 6JLL -!Sb' SOQSO K G AYFR INCC�9 LOCAIYIN MN NI¢A a � � NORTH HWY I! ■L/VATION i M_!O RFD NHK E011C q.AY. TO iiaim .._. so bn..xxRxwxpLwxR c+w. ALVMf - - etd lCCSO �LNOfµ OOQ2 MAiE4V1 - - �• '-_ _ r mG CMRUCAi[9 /EN. occ2fe - vu]r TO MTW CAR4GOAT RS.W NWt IP Nsret ONi11E n MW SA)= "VATION CITY OF CHANHASSEN RECEIVED MAY 2 2 2006 CHANHASSEN PANNING DEPT n Aly wm. AN:ta4 �� /lx]v.r, vsx ExC Hx p.�+. Ar ssJx p.f5]-11f-16f0 pj;m AUTO BODY 6 GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN, MN 55317 (952) 933-9559 MJECT LU nM: CHANHASSEN, MN SNEU NUMBER / TI1LE A7.0 EZTE EUXATI MS i lift' w.,. i9MYle[L. In[ Mil do i5]U P.99 x-91�cw 1.95]-942 1�]99 �i wwr.w9RueuNmn pQk AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN. MN 55317 (952) 933-9569 �s�rwiw9sv ai.99�9R�s�s9. r r,mr PROJECT LOGSIOH: CHANHASSEN, MN fN�f NUMBER / TITLE ROOKA2.0 UNOTES & REPS m Lu W...::..... a, ,. I aAus cnu ACRµf - �B«RD- 1 rzrrmum 1 mn nnrru�rm n n11m11n111Tn I16ib(9 ]L154L4 4 / N'.latllR Y'rtN e - f.0.LQ TO 0 .I: 0 it ELEVATION KEY PLAN :n fC,lt Iwra lr. rl r r��na,l.n� �•R0.'CW01GA1E0 IET& TO CC - VMR iQQt q IY91ER GNFTTE (1 YJEBT SACK ELEVATION R� w - r� 0 CMOFCHRECENEOSSEN MAY �- 2 Z006 CHANHASSEN PU NNING DEPT A%Y r«IW ArtNle[4, IK r.m N.I li p.152-141.9660 SSIN 1.95 3-941-2755 pQk AUTO BODY & GLASS HENRY CORNELIUS 40 LAKE DRIVE EAST CHANHASSEN. MN 55317 (952) 933-9669 �R ,9BJEcr LOGr : CHANHASSEN, MN SNEV NUMBER / TTRE A740 DJERIOR EIEYATIONS