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CAS-24_VILLAGE SHOPPES OF CHANHASSEN/VILLAGES ON THE PONDS 10THNon -Scannable Item Golder Humbe' r bolder Name en Job Number - Box Number ��2� �.�..- Non -Scannable Item MPT"" 1 Oolder Number I — ,� . Folder Name � d l ziLSLQ pe- cL ,'l�'1o5x-n Job Number --- Box Number �� u Q�A CA%-j - ati Securities Completed v LC #716073 expires 11/30/2015 ° Village Shoppes of Chanhassen Site Plan Agreement Planning Case 2014-24 $126,500 Boulevard restoration, erosion control, landscaping and utility installation Notify Bob Generous 11/19/15 - Letter of Credit replace with cash escrow in the amount of $1,700 (landscaping guarantee) from Chanhassen Retail LLC. OK to release letter of credit. Activity closed. Kim 7/23/19 - Per the Finance Dept., the $1,700 escrow was released on 11/3/16. Activity is closed. Jean 10/30/2015 - 11/30/2015 Status Report Monday, August 01, 2016 Plan Jul 20 Au ust2 lem6er 200 M T W T F S M T W T F M T W T F 1 2 4 5 1 2 T 3..4...5 7 8� 8..7..8...9 12 3 4 5 6 7 16 176 18 19 20 21 22 2021 2228 24 25,26 10 23 24 25 26 2728 29 ...................... ... .. ... es Start Due s P Catepxy Description 8,112016 8/1/2016 F Escrow Cash Escrow Village Shoppes of Chanhassen Site Plan Agreemem Planning Case 2014-24 $1,700 (landscaping) Notify Bob Generous 11/19/15 - Letter of Credit 716073 released and replaced with cash escrow in the amount of $1300 (landscaping guarantee) from Chanhassen Retail LLC. Check status 8/1/16. Kim ............................................ .......................................................................................................... .................................................................. ............................................. ..................................................... Co ................................................................ ................................................................ III1M15 9 2sl PM 5-SN P=Pm PWI CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 11/19/2015 3:24 PM Receipt No. 00301102 CLERK: JoleneB PAYEE: Chanhassen Retail LLC 3373 Rolling Hills Dr Eagan MN 55121- Planning Case 2014-24 Village Shoppes of Chanhassen Site Plan Agreement ------------------------------------------------------- Security Escrow 1,700.00 Total Cash Check 1154 Change 1,700.00 0.00 1,700.00 0.00 ESTOPPEL CERTIFICATE CH Retail/Acquisitions II, L.L.C., and its successors and assigns 3819 Maple Avenue Dallas, TX 75219 Re: Lot 2, Block 1, Villages on the Ponds Tenth Addition, Carver County, Minnesota (formerly Lot 1, Block 1, Villages on the Ponds Eighth Addition) (the "Property') The City of Chanhassen (the "Ciiff") certifies to CH Retail/Acquisitions II, L.L.C., and its successors and assigns (`Buyer"): 1. The City entered into that certain PUD/Development Contract for Villages on the Ponds, Phase I, dated September 23, 1996, recorded December 31, 1996 in the Office of the County Recorder for Carver County, Minnesota as Document No. 205147, with Chanhassen Retail, LLC, successor -in -interest to Ausmar Development Company LLC ("Develoner'); as amended and supplemented by Addendum "A" to PUD/Development Contract for Villages on the Ponds, Phase I, dated September 22, 1997, recorded June 11, 1999 in the Office of the County Recorder for Carver County, Minnesota as Document No. 251282; Addendum "B" to PUD/Development Contract for Villages on the Ponds, Phase I, dated May 11, 1998, recorded August 13, 1998 in the Office of the County Recorder for Carver County, Minnesota as Document No. A233012; Addendum "C" to PUD/Development Contract for Villages on the Ponds, Phase I, dated June 14, 1999, recorded August 11, 1999 in the Office of the County Recorder for Carver County, Minnesota as Document No. A255115; Addendum "D" to PUD/Development Contract for Villages on the Ponds, Phase I, dated June 14, 1999, recorded October 15, 1999 in the Office of the County Recorder for Carver County, Minnesota as Document No. A258780; First Amendment to PUD/Development Contract for Villages on the Ponds, Phase I, dated August 20, 2001, recorded January 15, 2003 in the Office of the County Recorder for Carver County, Minnesota as Document No. 337542; Second Amendment to PUD/Development Contract for Villages on the Ponds, Phase I, dated November 26, 2001, recorded May 7, 2002 in the Office of the County Recorder for Carver County, Minnesota as Document No. A315168; and Third Amendment to PUD/Development Contract for Villages on the Ponds, Phase 1, dated April 8, 2002, recorded January 22, 2003 in the Office of the County Recorder for Carver County, Minnesota as Document No. A338091 (collectively, the "Development Contract"); and that certain Site Plan Agreement #2014-24, dated September 8, 2014, recorded February 20, 2015 in the Office of the County Recorder for Carver County, Minnesota as Document No. 605901 (the "Site Plan Agreement" and together with the Development Contract, the "Contracts"). 2. The Contracts are in full force and effect in accordance with their terms. 3. As of the date hereof, there are no known defaults by Developer or the City under the Contracts. 1 Ck. q(f I C( - a 'V; I L-Vl� 11 4. Developer has provided the City with all letters of credit, cash deposits, surety and other security required by the Contracts. 5. Developer has satisfied all of its obligations under the Contracts to the extent required as of the date hereof, including, without limitation, payment by Developer to the City of all amounts of any nature whatsoever, if any, required to be paid prior to the date hereof pursuant to the Contracts. [signature page follows] 0 CITY OF November 19, 2015 CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN55317 Steve Weitz Market President Administration Charter Bank Phone 952.2271100 455 Pond Promenade Fax:952.2271110 Chanhassen, MN 55317 Building Inspections Phone:952.227.1180 Re: Village Shoppes of Chanhassen Fax:952.2271190 Letter of Credit No. 716073 Site Plan Agreement 2014-24 Engineering Phone:952.227t160 Dear Mr. Weitz: Fax:952.227.1170 Finance With the exception of landscaping, the above -referenced project has been Phone:952,227.1140 completed in general conformance with the approved site plan agreement. We are Fax:952.227.1110 in receipt of a cash escrow in the amount of S1,700 from Chanhassen Retail LLC to guarantee the landscaping portion of the project. Enclosed please find your Park A Recreation original letter of credit. Phone:952.2271120 Fax:952.227.1110 Sincerely, Recreation Center 2310 Coulter Boulevard CITY OF NHASSEN Phone:52.22714040 r� Fax'952.2271404 Planning 8 Natural Resources Robert Generous AICP Phone:952.2271130 Senior Planner Fax: 952.2271110 RG:ktm Public Works 7901 Park Place Enclosure: Letter of Credit No. 716073 Phone:952,227.1300 Fax:952.227.1310 c: Steve Johnson. Chanhassen Retail LLC Senior Center Phone: 952.2271125 S plsn0014 Planning c , 2014-24 village shoppess of chanhacsen sub spr rar sig k rdease later 11 - 19-20 15 dwx Fax: 952.2271110 Website www.d.chanhassen.mn.us Chanhassen is a Community for Life• Providing for Today and Parting [or Tomorrow SCANNED IRREVOCABLE LETTER OF CREDIT No.716073 Date: October 28, 2014 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Chanhassen Retail, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $126,500.00, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 716073, dated October 28, 2014, of Community Bank Corporation"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 455 Pond Promenade, Chanhassen, MN, on or before 4:00 p.m. on November 30, 2015. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the temts of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. CO ,) rrY BA:KMTro BY: Derek Naill, Vice President SCANNED Status Report Friday, October 30, 2015 Plan MH 2000 Au 027 Der2000 T F M T W T F T F 1 2 4 51 2 ..5...2...8 .5...�.. 8...9 ..10.1.1..12 .6 .. ....8..9 Z*i3)4-15 131df10iJ�11'iFf§ 3 i4*i$�16T�u 21,22 20 21 22 232< 25 26 ff;51 22 23 2] H�A 2Tyd'W9 d 31 1 28 n-9............... ............................. ................ Securities IStart Due S P category Description 1 10 30 2015 11302015 ® LC #716073 expires 11.30 2015 Village Shoppes of Chanhassen Site Plan Agreement Planning Case 2014-24 $126,500 Boulevard restoration, erosion control, landscaping and utility installation Notify Bob Generous 11/19/15 - Letter of Credit replace with cash escrow, in the amount of $1,700 (landscaping guarantee) from Chanhassen Retail LLC. OK to release letter of credit. Activity closed. Kim ............................................................................................................................................................................................................................ Cin4wo.'M wtca 11/14Q)15M2CIPM S=Stews F-Pr Pepe (-CharterBank October 30, 2015 Mr. Bob Generous City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen MN 55317 RE: Cancellation of Letter of Credit No. 716073 Chanhassen Retail, LLC Dear Mr. Generous, RECEIVED NOV 0 2 2015 CITY OF CHANHASSEN This letter serves as written notice in response to your email dated 10/30/15 confirming all conditions have been satisfied and that the above referenced letter of credit will be cancelled and not renewed. If you have any questions, please let me know. Sincerely, / Steve Weitz Market President Charter Bank, Successor in Interest to Community Bank Corporation 952-227-2434 sweitz@cbchanhassen.com 706 Walnut Street • Chaska, MN 55318 •952-361-2265 • Fax: 952-361-2200 455 Pond Promenade 9 Chanhassen, MN 55317 9952-227-2265 • Fax: 952-227-2424 Meuwissen, Kim From: Steven Weitz <sweitz@cbchanhassen.com> Sent: Friday, October 30, 2015 9:36 AM To: Generous, Bob Cc: Meuwissen, Kim; JAY SCOTT (JayScott@solomonre.com) Subject: RE: The Villages Shoppes of Chanhassen Thanks Bob. Steve Weitz I Market President Charter Bank 1455 Pond Promenade, Chanhassen, MN 55317 952-227-2434 tel 1952-227-2424 fax www.communitybankcorp.com CONFIDENTIALITY NOTICE: The information contained in this e-mail communication and any attached documentation may be privileged, confidential or otherwise protected from disclosure and is intended only for the use of the designated recipientlsl. It is not intended for transmission to, or receipt by, any unauthorized person. The use, distribution, transmittal or re -transmittal by an unintended recipient of this communication is strictly prohibited without our express approval in writing or by e-mail. If you are not the intended recipient of this e-mail, please delete it from your system without copying it and notify the above sender so that our e-mail address may be corrected. From: Generous, Bob[mailto:bgenerous@ci.chanhassen.mn.us) Sent: Friday, October 30, 2015 9:21 AM To: Steven Weitz <sweitz@cbchanhassen.com> Cc: Meuwissen, Kim <kmeuwissen@ci.chanhassen.mn.us>; JAY SCOTT (JayScott@solomonre.com) <J ayScott @ solo mon re.com> Subject: The Villages Shoppes of Chanhassen Steve, The Developer, Solomon Real Estate Group, has completed the installation of all required improvements for Planning Case #2014-24 so the letter of credit may be released and does not have to be renewed. The developer will be providing a separate check to the city to satisfy our maintenance security for site landscaping. If you have any questions or need more information, please contact me. :.r Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerousPci.chanhassen mn.us Chanhassen is a Community for Life — Providing for Today and Planning for Tomorrow HIREVOCABLE LETTER OF CREDIT No. 716073 Date: October 28, 2014 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Chanhassen Retail, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $126,500.00, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 716073, dated October 28, 2014, of Community Bank Corporation"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 455 Pond Promenade, Chanhassen, MN, on or before 4:00 p.m. on November 30, 2015. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. CO 7 BANK Tlt) BY: I Derek Naill, Vice President SCANNED 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:952.2271110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.2271404 Planning & Natural Resources Phone:952.227.1130 Fax:952.227.1110 Public Works 7901 Park Place Phone:952.227.1300 Fax:952.227.1310 Senior Center Phone:952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us November 19, 2015 Steve Weitz Market President Charter Bank 455 Pond Promenade Chanhassen, MN 55317 Re: Village Shoppes of Chanhassen Letter of Credit No. 716073 Site Plan Agreement 2014-24 Dear Mr. Weitz: With the exception of landscaping, the above -referenced project has been completed in general conformance with the approved site plan agreement. We are in receipt of a cash escrow in the amount of $1,700 from Chanhassen Retail LLC to guarantee the landscaping portion of the project. Enclosed please find your original letter of credit. Sincerely, CITY OF NHASSEN Robert Generous, AICP Senior Planner RG:ktm Enclosure: Letter of Credit No. 716073 c: Steve Johnson, Chanhassen Retail LLC 9:\plan\2014 planning cases\2014-24 village shopper of chanhassen sub spr var sigJc release letter I 1-19-2015.docx Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED September 9, 2014 CITY OF Mr. Steve Johnson 7700 Market Boulevard Solomon Real Estate Group PBox 1508 Welland Avenue Chanhassen, MN 55317 Minnetonka, MN 55305 Administration Re: The Village Shoppes of Chanhassen Phone:952.227.1100 Planning Case #2014-24 Fax: 952.227.1110 Building Inspections Dear Mr. Johnson: Phone: 952.227.1180 Fax: 952,227.1190 This letter is to confirm that on September 8, 2014, the Chanhassen City Council approved the following: Engineering Phone: 22Z1 Fax: 952.227.1170approvinge A resolution the preliminary ry and final for Villages on the Ponds Tenth Addition; and Finance Phone:952.227.1140 . Site Plan Review for a one-story, two -building, 13,654 square -foot retail center Fax:952.2271110 subject to the following conditions: Park & Recreation Sabdlvision Phone: 952.227.1120 Fax:952.2271110 1. Before the final plat is recorded the $45 GIS fee must be paid. Recreation Center 2310 Coulter Boulevard Site Plan Phone: 952.227.1400 Fax:952.227.1404 Buildin¢ Planning & Natural Resources 1. Building plans must be prepared and signed by design professionals licensed in Phone:952.227.1130 the State of Minnesota. Fax: 952.227.1110 2. The building(s) are required to have automatic fire extinguishing systems. Water Public works supply for the fire suppression system must comply with NFPA 13 (specifically, 7901 Park Place see restriction/requirements for pipes under buildings). Phone: 952.227.1300 Fax: 952.227.1310 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Senior Center Phone: 952.227.1125 4. Structure proximity to property lines and other buildings will have an impact on Fax: 952.227.1110 the code requirements for the proposed buildings, including but not limited to, Web site allowable size, protected openings and fire -resistive construction. These www.ci.chanhassen.mn.us requirements will be addressed when complete building and site plans are submitted. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Steve Johnson Village Shoppes of Chanhassen- Planning Case #2014-24 September 10, 2014 Page 2 5. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures En ' eerin 1. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. 2. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. 3. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. 4. The developer shall work with the small utility companies to ensure that any conflicts are resolved. 5. The grading plan must be revised to include proposed spot elevations on the patio on the northeast corner of the building on Lot I and the green area on the west side of Lot 2. Fire Marshal 1. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. 2. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. 3. A three-foot clear space must be maintained around fire hydrants. Plannine 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. 3. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. 4. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. Mr. Steve Johnson Village Shoppes of Chanhassen- Planning Case #2014-24 September 10, 2014 Page 3 Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. 6. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. 7. Additional benches should be provided as well as a bike rack. 8. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources 1. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. 2. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible party, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. 3. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. 4. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. 5. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. 6. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. The $45 GIS fee shall be submitted. In addition, a digital copy in Axf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording. Processing of the final plat documents prior to recording usually takes approximately two weeks upon receipt by the city. All current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Mr. Steve Johnson Village Shoppes of Chanhassen- Planning Case #2014-24 September 10, 2014 Page 4 Enclosed is a site plan agreement that must be executed by Solomon Real Estate Group. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by January 6, 2014) and prior to the issuance of a building permit. The required security specified in the site plan agreement ($126,500.00) shall be submitted in conjunction with the site plan agreement. Once this is recorded and erosion control installed and inspected, you may begin site work. A separate building permit application and review is required. A copy of the executed agreement will be returned for your files. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerous(a,ci.chanhassen.mn.us. Sincer Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official VOP I, LLC Chad Feigum, Westwood Professional Services g:\plan\2014 planning cases\2014-24 village shopper of chaoha sub spr var sig%appmval letter.doc CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2014-24 THE VILLAGE SHOPPES OF CHANHASSEN SPECIAL PROVISIONS AGREEMENT dated September 8, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Solomon Real Estate Group, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a one-story, two -building, 13,654 square -foot retail center (referred to in this Agreement as the "project"). The land is legally described as Lot 2, Block 1, Villages on the Ponds Tenth Addition, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement 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 Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan B: Grading, Drainage and Erosion Control Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan C: Landscaping Plan prepared by Westwood Professional Services, Inc., dated 08/04/14. Plan D: Utility Plan prepared by Westwood Professional Services, hic., dated 07/24/14. Plan E: Photometric Plan prepared by On -Site Lighting & Survey, LLC dated 07/22/2014. Plan F: Preliminary Building Elevations prepared by AMCON dated July 18, 2014. Plan G: Floor Plan prepared by AMCON dated July 18, 2014. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $126,500.00 (boulevard restoration, erosion control, landscaping and utility installation). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Steve Johnson Solomon Real Estate Group 1508 Welland Avenue Minnetonka, MN 55305 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a one-story, two - building, 13,654 square -foot retail center subject to the following conditions: Building a. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. b. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. e. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures Engineering a. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. b. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. c. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. d. The developer shall work with the small utility companies to ensure that any conflicts are resolved. e. The grading plan must be revised to include proposed spot elevations on the patio on the northeast comer of the building on Lot 1 and the green area on the west side of Lot 2. Fire Marshal a. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. b. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. c. A three-foot clear space must be maintained around fire hydrants. Plannine a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. In. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. c. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. d. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. e. Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. f. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. g. Additional benches should be provided as well as a bike rack. h. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources a. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. b. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible party, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. c. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. d. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. e. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. f. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 4 v J CITY OF CHANHASSEN M STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of 2014, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC SOLOMON REAL ESTATE GROUP Its STATE OF MINNESOTA ) (ss. COUNTY OF 1 The foregoing instrument was acknowledged before me this day of 2014, by of Solomon Real Estate Group. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 the NOTARY PUBLIC 5 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims 2 J made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneysfees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fast given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for pemrission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall 7 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 Govemment, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 2014. Lo STATE OF MINNESOTA ) (ss COUNTY OF 1 The foregoing instrument was acknowledged before me this day of 2014, by of DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 the 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 2014. STATE OF MINNESOTA ) (ss COUNTY OF 1 The foregoing instrument was acknowledged before me this day of 2014, by of DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chaohmen, MN 55317 (952) 227-1100 the NOTARY PUBLIC 10 HIREVOCABLE LETTER OF CREDIT No. 716073 Date: October 28, 2014 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Chanhassen Retail, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $126,500.00, available to you by your draft drawn on sight on the undersigned bank. The draft most: a) Bear the clause, "Drawn under Letter of Credit No. 716073, dated October 28, 2014, of Community Bank Corporation'; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 455 Pond Promenade, Chanhassen, MN, on or before 4:00 p.m. on November 30, 2015. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. CO BANK TIO BY: Derek Naill, Vice President ESTOPPEL CERTIFICATE Community Bank Corporation 455 Pond Promenade Chanhassen, MN 55317 Attention: Derek S. Naill, Vice President Re: Lot 2, Block 1, Villages on the Ponds Tenth Addition, Carver County, Minnesota (formerly Lot 1, Block 1, Villages on the Ponds Eighth Addition) (the "Property") The City of Chanhassen ("City") certifies and confirms to Community Bank Corporation, a Minnesota state chartered bank (`Bank"), together with any of its successors and/or assigns, that based on the actual knowledge of the undersigned as of this date: 1. The City entered into that certain PUD/Development Contract, Villages on the Ponds — Phase I, dated September 23, 1996, filed in the Office of the County Recorder for Carver County, Minnesota on December 31, 1996 as Document No. 205417 (as amended and supplemented, the "Development Contract"), with Ausmar Development Company LLC (together with its successors and/ or assigns, "Developer"). 2. The Development Contract is in full force and effect in accordance with its terms. 3. As of the date hereof, there are no known defaults by Developer or the City under the Development Contract. 4. Developer has provided City with all letters of credit, cash deposits, surety and other security required by the Development Contract. 5. Developer has satisfied all of its obligations under the Development Contract to the extent required as of the date hereof, including, without limitation, payment by Developer to the City of all amounts of any nature whatsoever, if any, required to be paid prior to the date hereof pursuant to the Development Contract. [signature page follows] 085501\004\3884707.v1 Dated this day of OCf (— 2014. CITY OF CHANHASSEN, a Minnesota municipal corporation r Aautvt M+ � Q• 1 085501 \004\3884707.vI V TERMINATION OF REGULATORY AGREEMENT THIS TERMINATION OF REGULATORY AGREEMENT (this "Termination") is entered into this day of 2014, by and between VOP I, LLC, a Minnesota limited liability company (the "Company"), Wells Fargo Bank Minnesota, National Association, a national banking association (the "Trustee") and the City of Chanhassen, a municipal corporation and political subdivision of the State of Minnesota and existing and organized pursuant to the constitution and laws of the State of Minnesota (the "Issuer"). WHEREAS, the Company, Trustee and Issuer entered into that certain Regulatory Agreement (the "Agreement') dated May 1, 2003 and recorded in the office of the County Recorder for Carver County, Minnesota, on May 14, 2003 as Document No. A350728, for the purpose of development of a rental housing development project in Chanhassen, Minnesota, upon real property legally described as Lot 1, Block 1, Villages on the Ponds Eighth Addition, Carver County, Minnesota, and defined as the "Project' under the terms of the Agreement. WHEREAS, the Company, Trustee and Issuer acknowledge that the Bonds contemplated by the Agreement were never issued and construction of the Project did not commence and has still not commenced as of the date of this Termination. WHEREAS, it is the intent of the Company, Trustee and Issuer to put it of record that the Agreement is terminated. NOW, THEREFORE, in consideration of the recitals and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Company, Trustee and Issuer hereby agree as follows: 1. Termination. The Company, Trustee and Issuer hereby release and terminate the Agreement. The Agreement is now null and void and of no further force or effect against Lot 1, Block 1, Villages on the Ponds Eighth Addition, Carver County, Minnesota. 2. Counterparts. This Termination may be executed in one or more counterparts, each of which will be deemed an original, but all of which will constitute one and the same instrument. [Signatures Appear on Next Page] [Signature page to Termination of Regulatory Agreement] THE COMPANY: VOP I, LLC STATE OF MINNESOTA ) ) ss. COUNTY OF The foregoing instrument was acknowledged before me this day of . 2014, by I the I of the VOP I, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public [Signature page to Termination of Regulatory Agreement] THE TRUSTEE: WELLS FARGO BANK MINNESOTA, NATIONAL ASSOCIATION STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2014, by , the of Wells Fargo Bank Minnesota, National Association, a national banking association, on behalf of the association. Notary Public [Signature page to Termination of Regulatory Agreement] THE ISSUER: STATE OF MINNESOTA ) �) ss. COUNTY OF () �T�h��e� �fore. going instrument w acknowledged before me this �y day of ( , 2014, by ,A tiu 4C(. the of the City of Chanhassen, municipal corporation and political subdivi ion of the'State of Minnesota and existing and organized pursuant to the constitution and laws of the State of Minnesota, on behalf of the corporation. 44dlo Public KAREN J. ENGELHARDT 3 Notary Public -Minnesota MY Cwnmission empires Jan 31, 2015 THIS INSTRUMENT WAS DRAFTED BY: Siegel Brill, P.A. 100 Washington Avenue South, Suite 1300 Minneapolis, MN 55401 (612)337-6100 ►4-�2+ OFFICE OF THE Document NO. COUNTY RECORDER A 605901 CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on February 20, 2015 3:00 PM Fee'. $46 00 s r_ Mark Lundgren II��IIIIIIIII'I�I� County Recorder CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2014-24 THE VILLAGE SHOPPES OF CHANHASSEN SPECIAL PROVISIONS AGREEMENT dated September 8, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Chanhassen Retail, LLC, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a one-story, two -building, 13,654 square -foot retail center (referred to in this Agreement as the "project"). The land is legally described as Lot 2, Block 1, Villages on the Ponds Tenth Addition, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement 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 Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan B: Grading, Drainage and Erosion Control Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan C: Landscaping Plan prepared by Westwood Professional Services, Inc., dated 08/04/14. Plan D: Utility Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan E: Photometric Plan prepared by On -Site Lighting & Survey, LLC dated 07/22/2014. Plan F: Preliminary Building Elevations prepared by AMCON dated July 18, 2014. Plan G: Floor Plan prepared by AMCON dated July 18, 2014. SCANNED 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $126,500.00 for boulevard restoration, erosion control, landscaping and utility installation. If the Developer initiates but does not complete the site improvements guaranteed by this security, then the city shall use the security to complete the improvement or restore the site to pre -development condition. If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the city shall retain the letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must he submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Steve Johnson Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a one-story, two - building, 13,654 square -foot retail center subject to the following conditions: Building a. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. b. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. e. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures Engineering a. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. b. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. c. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. d. The developer shall work with the small utility companies to ensure that any conflicts are resolved. e. The grading plan must be revised to include proposed spot elevations on the patio on the northeast comer of the building on Lot 1 and the green area on the west side of Lot 2. Fire Marshal a. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. b. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. c. A three-foot clear space must be maintained around fire hydrants. Planning a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. c. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. d. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. e. Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. f. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. g. Additional benches should be provided as well as a bike rack. h. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources a. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. b. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible party, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. c. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. d. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. e. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. f. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN r BY: 1 `•��► �r AND: 1 STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Gerhardt, City Manager The foregoing instrument was acknowledged before me this `o day of 2015, 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 I#M!N ..J...... A...tary pr110-M1nnesotet Wo DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassm MN 55317 (952)227-1100 CHANHASSEN RETAIL, LLC BY: Its V...cZ .wc- d�I STATE OF MINNESOTA ) ( ss. COUNTY OF G �L O The foregoing instrument was acknowledged before me this 0- day of F6✓LAa� 2015,by lttUeVA —TDV .n-St)v-L the V 1 (P 'P(25IG�G�I of Chanhassen Retail, LLCa Minnesota limited liability company, on behalf of said company. a¢i TAWNYA L. RIGGS ` s NOTARY PUBLIC - MINNESOTA My Commission Expires pr. _ January 31, 2018 Y N/h/�lV DRAFFED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 • '" ri CITY OF CHANHASSEN SITE PLAN AGREEMENT EXIMIT "A" GENERAL CONDYfION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be wan -anted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the property. 1. 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 tight, 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. Constriction 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 famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. E MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT COMMUNITY BANK CORPORATION, a Minnesota banking corporation, 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 2M day of W—hrLA" , 2015. COMMUNITY BANK CORPORATION, a Minnesota banking corporation. j(�3Cc� STATE OF MINNESOTA ) (ss COUNTY OF GsfveT ) The foregoing instrument was acknowledged before me this � day of Vabna�, 2015, by C-,We en the C Eb / Ptes i ela lei' of Community Bank Corporation, a Minnesota banking corporation. PAMELA LYNN KRANZLER � e NOTARY PUBUC - MINNESOTA NOT Y PUBLIC ICY COMMISSION EXPIRES 0113U20 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhas MN 55317 (952)227-1100 10 i') " .%r e + Generous, Bob From: Scott Quiring [squiring@amconconstruction.com] Sent: Wednesday, September 10, 2014 8:48 AM To: Generous, Bob Cc: dan.parks@westwoodps.com; Steve Johnson Subject: The Villages Shoppes of Chanhassen Good morning Bob, Per your request the site utility cost for the referenced project are $117,000. If you have any questions please let me know. Regards, Scott Quiring Amcon Construction Company 5565 Blaine Ave, Suite 250 Inver Grove Heights, MN 55076 651-379-9027 souirin¢(cDamconconstruction com i Li -a4 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 10/24/2014 10:08 AM Receipt No. 00266296 CLERK: AshleyM PAYEE: Chanhassen Retail LLC 9478 Riley Lake Rd Eden Prairie MN 55347- ------------------------------------------------------- GIS Fee 45.00 Total 45.00 Cash 0.00 Check 1001 45.00 Change 0.00 SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 07/28/2014 1:23 PM Receipt No. 00258018 CLERK: AshleyM PAYEE: Solomon Real Estate Group Inc 7790 Marino Circle Naples FL 34112- Village Shoppes of Chanhassen Planning Case 2014-24 ------------------------------------------------------- Final Plat 50.00 Total Cash Check 1016 Change 50.00 0.00 50.00 0.00 SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2014-24 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, August 19, 2014, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a Subdivision to replat Villages on the Ponds 8'b Addition, and Site Plan Review for a 13,100 square -foot retail building with a Variance for signage on 1.45 acres of property zoned Planned Unit Development (PUD) and located on Lot 1, Block 1, Villages on the Ponds 8th Addition (460 Lake Drive). A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2014-24 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. Bob Generous, AICP, Senior Planner Email: benerous@ci.chanhassenann.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on August 7, 2014) SCANNED l- 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 IElyzIl Carole Hoeft RE: Document Recording E Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 9/8/14 Site Plan Agreement 2014-24 - The Village Shoppes of Chanhassen THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return E For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Steve Johnson, Chanhassen Retail, LLC copies for approval copies for distribution corrected prints (952)227-1107 N enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2014-24 THE VILLAGE SHOPPES OF CHANHASSEN SPECIAL PROVISIONS AGREEMENT dated September 8, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Chanhassen Retail, LLC, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a one-story, two -building, 13,654 square -foot retail center (referred to in this Agreement as the "project"). The land is legally described as Lot 2, Block 1, Villages on the Ponds Tenth Addition, Carver County, Minnesota 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and famish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan B: Grading, Drainage and Erosion Control Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan C: Landscaping Plan prepared by Westwood Professional Services, Inc., dated 08/04/14. Plan D: Utility Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan E: Photometric Plan prepared by On -Site Lighting & Survey, LLC dated 07/22/2014. Plan F: Preliminary Building Elevations prepared by AMCON dated July 18, 2014. Plan G: Floor Plan prepared by AMCON dated July 18, 2014. v 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terns of this Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $126,500.00 for boulevard restoration, erosion control, landscaping and utility installation. If the Developer initiates but does not complete the site improvements guaranteed by this security, then the city shall use the security to complete the improvement or restore the site to pre -development condition. If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the city shall retain the letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Steve Johnson Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a one-story, two - building, 13,654 square -foot retail center subject to the following conditions: Building a. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. b. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. e. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures Engineering a. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. b. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. c. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. d. The developer shall work with the small utility companies to ensure that any conflicts are resolved. e. The grading plan must be revised to include proposed spot elevations on the patio on the northeast comer of the building on Lot 1 and the green area on the west side of Lot 2. Fire Marshal a. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. b. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. c. A three-foot clear space must be maintained around fire hydrants. Planning a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. J b. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. c. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. d. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. e. Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. g. Additional benches should be provided as well as a bike rack. h. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources a. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. b. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible party, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. c. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. d. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. e. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. f. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 0 CITY OF CHANHASSEN BY: FEWIN STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Gerhardt, City Manager The foregoing instrument was acknowledged before me this 110 day of r i✓ ' 2015, 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. , NOTXRY PUBLIC j#IyAIIrI NGELH0 Mbl �^ DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 r CHANHASSEN RETAIL, LLC BY: Its V STATE OF MINNESOTA ) COUNTY OF "Q}C, j ss. The foregoing instrument was acknowledged before me this ci- day of Fe VLIckr , 2015, by gteu e*A the V " CP (?SI d-ly-u+ of Chanhassen Retail, LLC. t TAWNYAL. RIGGS Y NOTAFN Pueuc- MMIdESOTA NOTAR LIC MY Commission Expires January 31, 2018 r DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 (harihmsen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is 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 accordancewith the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall 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 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 Re laQu tions. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 0 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT COMMUNITY BANK CORPORATION, a Minnesota banking corporation, 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 2M day of fe-bri i" , 2015. COMMUNITY BANK CORPORATION, a Minnesota banking corporation. STATE OF MINNESOTA ) (ss COUNTY OF CZ4r-v2r ) rid The foregoing instrument was acknowledged before me this 3 day of Tebruan4 2015, by Tyede -i cJ_ C-,,Q e n , the CEO / Pros i cie ..�t- of Community Bank Corporation, a Minnesota banking corporation. PAMELA LYNN KRANZLER NOTARY PUBLIC - MINNESOTA NOTARY PUBLIC MY COMMISSION WIRES 01131120 DRAFrED BY: City ofChan6azsrn 7700 Market Botdevard P. O. Box 147 CMnhasaM MN 55317 (952)727-1100 10 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 ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES I DATE NO. DESCRIPTION 2 Villa es on the Ponds 10m Addition Plat M lars 1 9/8/14 Certified Resolution 2014-59A 1 9/8/14 Site Plan Agreement - The Village Shoppes of Chanhassen 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 The title company would like to pick up and record these documents. Contact Ashley M. Kemplin-Gamm at Commercial Partners Title, LLC at 612-337-2481 as soon as you have finished your review. Just a reminder, Bob Generous previously emailed the title work to you. COPY TO: Commercial Partners Title, LLC Steve Johnson, Chanhassen Retail, LLC 227-1107 ff enclosures are not as noted, kindly notify us at once. Meuwissen, Kim From: Steve Johnson <SteveJohnson@solo monre.com> Sent: Wednesday, January 28, 2015 9:34 AM To: Meuwissen, Kim Cc: Generous, Bob; Carole Hoeft Subject: RE: The Village Shoppes of Chanhassen Site Plan Agreement (Villages on the Ponds loth Addition have a meeting at our job trailer next Tuesday morning. I will sign and bring to the Bank for signatures and drop off at the City next Tuesday. Thanks, Steve Ito:kmeuwissen@ci.chanhassen.mn.us] Sent: Tuesday, January 27, 2015 2:15 PM To: Steve Johnson Cc: Generous, Bob; Carole Hoeft Subject: The Village Shoppes of Chanhassen Site Plan Agreement (Villages on the Ponds loth Addition) Steve, The referenced site plan agreement was sent to the title company to be recorded; however, there is no record of the agreement being recorded and the title company is unable to locate the original signed document (copy attached). Please print the attached Site Plan Agreement and sign and notarize on page 6. Also, please have Community Bank Corporation sign and notarize the Mortgage Holder Consent to Site Plan Agreement on page 10. Please return the executed Site Plan Agreement to my attention. I will obtain city signatures and forward the fully - executed agreement to the city attorney's office for recording. Thank you for you cooperation. Please feel free to contact me if you have any questions. 0 Kim Meuwissen Sr. Communications/Administrative Support Specialist 952-227-1107 k7neun issen(a-ci. chanhassen.mn. us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 © us �Face-book Meuwissen, Kim From: Meuwissen, Kim Sent: Tuesday, January 27, 2015 2:15 PM To: stevejohnson@solomonre.com' Cc: Generous, Bob; 'Carole Hoeft' Subject: The Village Shoppes of Chanhassen Site Plan Agreement (Villages on the Ponds loth Addition) Attachments: Site Plan Agreement original signed copy.pdf; Site Plan Agreement.pdf Steve, The referenced site plan agreement was sent to the title company to be recorded; however, there is no record of the agreement being recorded and the title company is unable to locate the original signed document (copy attached). Please print the attached Site Plan Agreement and sign and notarize on page 6. Also, please have Community Bank Corporation sign and notarize the Mortgage Holder Consent to Site Plan Agreement on page 10. Please return the executed Site Plan Agreement to my attention. I will obtain city signatures and forward the fully - executed agreement to the city attorney's office for recording. Thank you for you cooperation. Please feel free to contact me if you have any questions. 0 Kim Meuwissen Sr. Communication.VAdministrative Support Specialist 952-227-1107 kmeuwissen(tiei.chanhassen.mn. us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 ©ftW W-CLU600k August 12, 2014 7700 Market Boulevard Ms. Lynn Magalska PO Box 147 Commercial Partners Title, LLC Chanhassen, MN 55317 200 South Sixth Street, Suite 1300 Minneapolis, MN 55402 Administration Phone:952.227.1100 Re: 460 Lake Drive, Chanhassen, MN Fax: 952.227.1110 Lot 1, Block 1, Villages on the Ponds 8 h Addition Building Inspections Dear Ms. Magalska: Phone:952.2271180 Fax:952.227.1190 This office has been requested to confirm certain facts and circumstances concerning Engineering the current zoning and land use of the above referenced property. In furtherance of Phone:952.227.1160 that request, we hereby confirm and advise you as follows, to wit: Fax: 952.227.1170 I . The above -referenced property is located within the corporate limits of the City of Finance Phone:952.227.1140 Chanhassen, Carver County, Minnesota. Accordingly, the building and other Fax: 952.227.1110 improvements are under the jurisdiction and are required to comply with the building codes, ordinances and regulations of the City of Chanhassen, Minnesota. Park & Recreation Phone:952.227.1120 2. The property currently is located in a district with zoning classification of Planned Fax: 952.2271110 Unit Development, PUD, and a comprehensive plan designation of Mixed Use. Recreation Center The zoning classification is consistent with the comprehensive plan designation. 2310 Coulter Boulevard (A copy of the Development Design Standards is attached.) Phone:952.227.1400 Fax: 952.2271404 3. The use of the property for retail/restaurant is permitted use of the property. The project is a permitted use under the aforesaid zoning classification and is Planning & Natural Resources consistent with the aforesaid comprehensive plan designation. Phone:952,227.1130 Fax: 952.227.1110 4. The development is in for City approval and is scheduled for review by the Chanhassen City Council as Planning Case #2014-24 on September 8, 2014. Public Works IsPark Place Phone: 952.2271300 e: 5. The Project complies with the above -stated current zoning classification and all Fax: 952.227.1310 current zoning requirements and regulations applicable thereto, and also complies with the above -stated comprehensive plan designation and all requirements Senior Center applicable thereto. Phone: 952.227.1125 Fax: 952.227.1110 6. The property complies with all applicable subdivision and platting requirements Website and may be sold as a separate parcel. www.ci.chanhassen.mn.us SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Commercial Partners Title, LLC Lot 1, Block 1, Villages on the Ponds 8th Addition August 12, 2014 Page 2 7. There are no known unsatisfied zoning violations applicable to the Project or property. 8. There are no variances granted for the property. 9. The property is located in Flood Zone C, which is not an area of high hazard for flooding and is considered an area of minimal flooding, Community Panel Number 270051 0005 B, effective July 2,1979. 10. All utility services are available to said property including water, sanitary sewer, storm water, telephone, gas, and electric. 11. Parking, as proposed in Planning Case #2014-24 is in conformance with zoning requirements. This information was researched by the undersigned on request as a public service. The undersigned certifies that the above information is believed to be accurate. However, neither the undersigned nor the City assumes liability for errors or omissions. All information was obtained from public records which may be inspected during normal business hours. Should additional information be required of this office concerning the property, you may contact the undersigned at (952) 227-1131 or beenerousna�ci.chanhassen.mn.us. The City's web site is www.ci.chanhassen.mn.us. Sincerely, ✓ PJ Robert Generous, AICP Senior Planner g\plan%g\viaagm\wning larer lot 1, blk 1, village 8th.dm Adopted September 23, 1996 Amended August 13, 2001 Amended November 26, 2001 Amended May 10, 2010 EXHIBIT C VILLAGES ON THE PONDS CHANHASSEN, MINNESOTA DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a mixed use PUD consisting of commercial, institutional, office, and residential uses. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. The Central Business District regulations shall apply except as modified by this ordinance. b. Permitted Uses The permitted uses in this zone should be limited to uses as defined below or similar uses to those as listed in the Standard Industrial Classification. If there is a question as to the whether or not a use meets the definition, the Planning Director shall make that interpretation. No single retail user shall exceed 20,000 square feet on a single level of a building. A maximum of thirty- three (33) percent of the square footage of the retail users within the development may be of a "big box" category. The intent of this requirement is to provide a variety of users, including small retail shops, service providers, coffee shops, cabarets, etc., for residents of the Villages as well as the community as a whole, rather than typical suburban type large, individual users dominating the development and detracting from the "village" character. Retail users should be those that support and compliment the residential development located within the development, providing goods and services which enhance residents of the village and the community. Office. Professional and business office, non -retail activity except for showroom type display area for products stored or manufactured on -site provided that no more than 20 percent of the floor space is used for such display and sales. bank/credit union finance, insurance and real estate health services - except nursing homes and hospitals engineering, accounting, research management and related services legal services Personal Services. Establishments primarily engaged in providing services involving the care of a person or his or her personal goods or apparel. dry cleaning beauty or barbershop shoe repair photographic studio tax return preparation laundromat health club optical goods computer services day care center copying mail stores Institutional. Establishments that are public/semi-public in nature. church library education services day care art gallery dance studio cultural facility Commercial/Retail. Establishments engaged in commercial operations including retail sales and services and hospitality industries. Apparel and Accessory Stores shoe stores electronic and music store and musical instruments restaurant — no drive through, except on Lot 1, Block 1, Villages on the Ponds 2°d Addition through a conditional use permit and compliance with the following standards - the drive through shall provide sufficient stacking to assure that traffic is not backed into the parking lot drive aisles; loud speakers used for ordering shall be shielded so that noise is not heard off -site, and the drive through shall be screened from off -site views. (amended 8/13/01) restaurant - fast food only if integrated into a building no freestanding fast food and no drive through drug store/pharmacy book/stationary jewelry store hobby/toy game 2 gift novelty and souvenir sewing, needlework and piece good florist camera and photographic supply art and art supplies, gallery sporting goods video rental food stores including bakery and confectionery hardware store computer store hotel/motel entertainment liquor store pets and pet supplies home furnishings Residential. Residential units shall be provided as upper level units above the commercial/office uses within the village core and as stand alone units. A minimum of 50 percent of the residential units shall be rental units. Of the rental units, the city has adopted a goal of 35 percent of the units meeting the Metropolitan Council's affordable criteria. For the ownership housing, the city has adopted the goal of 50 percent of the units meeting the Metropolitan Council's affordable criteria. Prohibited Uses: Auto related including auto sales, auto repair, gas stations C. Setbacks In the PUD standards, there is the requirement for landscape buffering in addition to building and parking setbacks. The following setbacks shall apply: Building Parking Great Plains Blvd.: Buffer yard & Setback C, 0' 0' Market Blvd.: Buffer yard & Setback C, 50' 20' Hwy. 5: Buffer yard & Setback B, 50' 20' Interior Side Lot Line: Buffer yard & setback NA, 0' 0' East Perimeter Side Lot Line (adjacent to residential): Buffer yard & setback D, 50' 50' West Perimeter Side Lot Line (adjacent to industrial): Buffer yard & setback B, 50 20 Buffer yards are as specified in the City of Chanhassen Landscaping and Tree Removal Ordinance, Article XXV. No fences shall be permitted between the required landscape buffer and arterial and collector roads. d. Development Site Coverage and Building Height 1. The PUD standard for hard surface coverage is 70% for the overall development. Individual lots may exceed this threshold, but in no case shall the average exceed 70 percent. 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. The maximum building height shall be Sector I - four stories (residential with street level commercial or office)/50 ft. (retail and office buildings without residences above shall be limited to three stories/40 ft.) except for the lot on the comer of Promenade Pond and Great Plains Boulevard shall be limited to two stories and 30 feet, Sector H - three stories/40 ft., Sector III - three stories/40 ft., and Sector IV - four stories/50 feet. Building height limitations are exclusive of steeples, towers, and other architectural and roof accents. (Amended 11/26/O1) 4. The maximum building footprint for any one building shall be limited to 20,000 square feet without a street level break in the continuity of the building, e.g., pedestrian passageways, except for the church and residential only buildings. 5. The following table shall govern the amount of building area for the different uses: Commercial/ Office/Service Institutional Dwelling TOTAL sa. ft. Retail (so. ft.) (sa. ft.) (sq. ft.) Units Sector I 114,500 83,500 0 160 198,000 Sector II 60,000 * 14,000 0 0 74,000 Sector III 0 0 100,000 0 100,000 Sector IV 0 0 0 162 0 TOTAL 174,500 97,500 100,000 322 372,000 (amended 11/26/O1) * Includes 47,200 square foot, 106 unit motel. Building square footages maybe reallocated between sectors and between uses subject to approval by the Planning Director. The following factors shall be used in calculating the reallocation of building square footages between uses: 1 Residential apartment unit = 3 congregate care (assisted living or dementia) unit. I Residential apartment unit = 2 elderly (independent) unit. 1 Residential apartment unit = 360 square feet of office/service. 1 Residential apartment unit = 90 square feet of retail. 1 Residential apartment unit = 440 square feet of institutional. 950 square feet of office/service =1,000 square feet of institutional. 300 square feet of retail =1,000 square feet of officelservice. 290 square feet of retail =1,000 square feet of institutional. (amended 11/26/01) In no instance shall addition institutional building square footage be reallocated without an amendment to the PUD. 6. Buildings adjacent to pedestrian sidewalks must have commercial/office on the majority of the street frontage. (amended 11/26/01) e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. The intent is to create a pedestrian friendly, "traditional" village character consistent with the European heritage of the upper midwest and the atmosphere within this development, yet with the amenities and technological tools of modem times. The village elevations shown on the PUD drawings are to be used only as a general guideline and the reflection of the overall village image including the north- midwestem architectural vocabulary, village like human scale and flavor, and variety in design and facade treatment. 2. All materials shall be of high quality and durable. Major exterior surfaces of all walls shall be face brick, stone, glass, stucco, architecturally treated concrete, cast in place panels, decorative block, cedar siding, vinyl siding in residential with support materials, or approved equivalent as determined by the city. Color shall be introduced through colored block or panels and not painted block or brick. Bright, long, continuous bands are prohibited. Bright or brilliant colors and sharply contrasting colors may be used only for accent purposes and shall not exceed 10 percent of a wall area. 3. Block shall have a weathered face or be polished, fluted, or broken face. Exposed cement ("cinder") blocks shall be prohibited. 4. Metal siding, gray concrete, curtain walls and similar materials will not be approved except as support material to one of the above materials, or as trim or as HVAC screen, and may not exceed more than 25 percent of a wall area 5. All accessory structures shall be designed to be compatible with the primary structure. 6. All roof mounted equipment shall be screened by walls of compatible appearing material. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be My screened by compatible materials. All mechanical equipment shall be screened with material compatible to the building. 7. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 8. Space for recycling shall be provided in the interior of all principal or accessory structures. 9. There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. 10. The materials and colors used for each building shall be selected in context with the adjacent building and provide for a harmonious integration with them. Extreme variations between buildings on the same street in terms of overall appearance, bulk and height, setbacks and colors shall be prohibited. 11. Slope roof elements shall be incorporated in all structures: Sector I - minimum 70 percent of roof area shall be sloped, Sector II - minimum of 70 percent of the roof area shall be sloped, Sector III - minimum of 30 percent of the roof area shall be sloped, and Sector IV - minimum of 70 percent of the roof area shall be sloped. An exception to this requirement are roof areas designed for human use such as decks, garden areas, patios, etc., which will not be counted towards flat roof area. 12. The following design elements should be incorporated into individual structures: Building Accents Towers, silos, arches, columns, bosses, tiling, cloisters, colonnades, buttresses, loggias, marquees, minarets, portals, reveals, quoins, clerestories, pilasters. Roof Types Barrow, dome, gable, hip, flat. Roof Accents Cupolas, cornices, belfries, turrets, pinnacles, look -outs, gargoyles, parapets, lanterns. Accent elements such as towers, turrets, spires, etc., shall be excluded from the sector building height limitation. 0 Window Does Bay, single paned, multi -paned, angular, square, rectangular, half -round, round, italianate. Window Accents Plant boxes, shutters, balconies, decks, grates, canopies, awnings, recesses, embrasures, arches, lunettes. 13. Street level windows shall be provided for a minimum of 50 percent of the ground level wall area. f. Site Landscaping and Screening All buffer landscaping, including boulevard landscaping, included in Phase I shall be installed when the grading of the phase is completed. This may well result in landscaping being required ahead of individual site plan approvals, but we believe the buffer yard and boulevard plantings, in particular, need to be established immediately. In addition, to adhere to the higher quality of development as spelled out in the PUD zone, all loading areas shall be screened. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 2. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 3. Storage of material outdoors is prohibited. 4. Undulating or angular berms Y to Sin height, south of Highway 5 and along Market Boulevard shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. g. Signage One project identification sign shall be permitted for the development at each end of Lake Drive and at the south end of Main Street. Project identification sign(s) may also be located at the entrances to the development(s) in Sector W. Project identification signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. One project identification sign, with a maximum height of 20 feet, which may be increased in height subject to city approval based on the design and scale of the sign, designed as a gateway to the project shall be located at the north end of Main Street. Individual lots are not permitted low profile ground business sign. Within Sector III, one sign for the church and one sign for the school may be placed on streetscape walls. The top of the signs shall not extend more than eight feet above the ground and the total sign area for the signs shall not exceed 64 square feet. Pylon signs are prohibited. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 2. All signs require a separate sign permit. Wall business signs shall comply with the city's sign ordinance for the central business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. 4. Projecting signs are permitted along Main Street and Lake Drive and along pedestrian passageways subject to the conditions below. Signage Plan and Restrictions Wall Sims The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. In Sector II, sign height may be increase based on the criteria that the signage is compatible with and complementary to the building architecture and design. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. 2. If illuminated, individual dimensional letters and logos comprising each sign may be any of the following: a. Exposed neon/fiber optic, b. Open channel with exposed neon, c. Channel Letters with acrylic facing, d. Reverse channel letters (halo lighted), or e. Externally illuminated by separate lighting source. 3. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. 4. Within Sector II, architecturally, building -integrated panel tenant/logo sign maybe permitted based on criteria that the signage is compatible with and complementary to the building design and architecture. 5. Back lit awnings are prohibited. Projecting Signs The letters and logos shall be restricted to the approved building sign area. 2. All wooden signs shall be sandblasted and letters shall be an integral part of the building's architecture. 3. Signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered and such minimal messages such as date of establishment of business. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band or within the projecting sign and do not occupy more than fifteen (15) percent of the sign display area. 4. Projecting signs shall be stationary, may not be self -illuminated but may be lighted by surface mounted fixtures located on the sign or the adjacent facade. 5. Projecting signs shall be limited to one per tenant on street frontage and pedestrian passageway and my not exceed six square feet. Letters shall have a maximum height of 12 inches. 6. Projecting signs shall be a minimum of eight feet above the sidewalk and shall not project more than six feet from the building facade. Plastic, plexi-glass, clear plex, or similar material projecting signs are prohibited unless used in conjunction with other decorative materials. 8. Projecting signs may be painted, prefinished, or utilize exposed metal. Any exposed metal shall be anodized aluminum, stainless steel, titanium, bronze, or other similar non- corrosive or ono -oxidizing materials. Window Signs Window signs shall not cover more than 25 percent of the window area in which they are located. 2. Window signs shall not use bright, garish, or neon paint, tape, chalk, or paper. Menu Sims Shall be located at eye level adjacent to tenant entries and shall not exceed 4 feet in height. 2. Shall be used only to convey daily specials, menus and offerings and shall be wood framed chalkboard and/or electronic board with temporary handwritten lettering. No paper construction or messages will be permitted. Menu signs shall be limited to one per tenant and may not exceed 8 square feet. Festive Flags/Banners Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. 2. Plastic flags and banners are prohibited. 3. Flags and banners shall be constructed of fabric. 4. Banners shall not contain advertising for individual users, businesses, services, or products. Flags and banners shall project from buildings a maximum of two feet. 6. Flags and banners shall have a maximum area of 10 square feet. 7. Flags and banners which are tom or excessively worn shall be removed at the request of the city. Building Directory In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. Pole Directory Sign 1. Pole directory signs consisting of single poles with individual nameplate type directional arrows may be located within the development. 2. Pole directory sign shall not exceed 15 feet in height. Directory signs shall be a minimum of eight feet above the sidewalk. 4. A maximum of eight directory signs may be provided per pole. to] 5. The maximum size of an individual sign shall be 18 inches long by four inches wide. Poles shall be a minimum of 10 feet behind the curb. h. Lighting Lighting for the interior of the business center should be consistent throughout the development. The plans do not provide for street lighting. As with previous developments, the City has required the developer to install street lights throughout the street system. 2. A shoe box fixture (as specified by City Code) with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. 3 Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the project perimeter property line. This does not apply to street lighting. 5. Light poles shall be limited to a height of 20 feet. 6. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. i. Parking Parking shall be provided based on the shared use of surface parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. A minimum of 75 percent of a building's parking shall be located to the `Year" of the structure and in underground garages. 3. The development shall be treated as a integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the fast 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. Residential uses shall provide 1.5 spaces per unit as underground parking with visitor spaces provided as part of the commercial/office uses. Within sector IV, visitor parking shall be provided at 11 a rate of 0.5 stalls per unit. Hotel/motels shall comply with city ordinance. Churches/schools shall comply with city ordinance, however, a minimum of 50 percent of the parking shall be shared. 12 iL4-a4 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Solomon Real Estate Group and VOP I, LLC for Subdivision and Site Plan approval. On August 19, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Solomon Real Estate Group and VOP I, LLC for preliminary plat and site plan approval. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Lot 1, Block 1, Villages on the Ponds 8'" Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance and meets the standards of the Village on the Ponds Planned Unit Development; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan since the site is guided for mixed use development which includes commercial or multi -family residential; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; f The proposed subdivision will not conflict with easements of record; and SCANNED g. The proposed subdivision is not premature since adequate infrastructure is available. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed project is consistent with the Site Plan Review requirements of City Code; c) The proposed project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d) The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed project creates a functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2014-24 dated August 19, 2014, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat (Villages on the Ponds Tenth Addition) and site plan for the Village Shoppes of Chanhassen. ADOPTED by the Chanhassen Planning Commission this 19a' day of August, 2014. CHANHASSEN PLANNING COMMISSION Its Chairman 4-1 CITY 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:952.2271190 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:952.227.1130 Fax:952.227,1110 Public Works 7901 Park Place Phone:952.227.1300 Fax:952.227.1310 Senior Center Phone:952.227.1125 Fax:952.227,1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: September 8, 2014 0*4111 SUBJ: The Village Shoppes of Chanhassen — Planning Case 2014-24 MOTION "The Chanhassen City Council approves the resolution approving the preliminary and final plat for Villages on the Ponds Tenth Addition; and Site Plan Review for a one-story, two -building, 13,654 square -foot retail center subject to the conditions of the staff report and adoption of the Findings of Fact." City Council approval requires a majority vote of city council. EXECUTIVE SUMMARY The developer is requesting Subdivision approval to replat Villages on the Ponds 8ei Addition, and Site Plan Review for a 13,652 square -foot, two -building retail center. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on August 19, 2014 to review the proposed development. The Planning Commission voted 7 — 0 on a motion recommending approval of the project. There were no issues or concerns regarding the proposed development. The Planning Commission minutes for August 19, 2014 are a consent agenda item in the September 8, 2014 City Council packet. RECOMMENDATION Staff recommends approving the Village Shoppes of Chanhassen project including re - platting and site plan review. ATTACHMENTS 1. Resolution. 2. Planning Commission Staff Report dated August 19, 2014. g9plan\2014 planning cases\2014-24 village shoppes of chanhamen sub spr var sig\executive summary.doe Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: September 8, 2014 MOTION BY: RESOLUTION NO: 2014- SECONDED BY: A RESOLUTION APPROVING PRELIMINARY AND FINAL PLAT FOR LOTS 1 AND 2, BLOCK 1, VILLAGES ON THE PONDS TENTH ADDITION WHEREAS, Solomon Real Estate Group and VOP I, LLC have requested preliminary and final plat approval creating two lots of 20,142 square feet and 61,057 square feet, Lots 1 and 2, Block 1, Villages on the Ponds Tenth Addition, respectively; and WHEREAS, the property was previously subdivided in October 28, 2002 as Lots 1 and 2, Block 1, Villages on the Ponds 80' Addition; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the proposed subdivision is consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Villages on the Ponds Tenth Addition subject to the following condition: 1. Before the final plat is recorded the $45 GIS fee must be paid. Passed and adopted by the Chanhassen City Council this 8'h day September of 2014. ATTEST: Todd Gerhardt, City Manager Tom Furlong, Mayor YES NO gAplan\2014 planning cases\2014-24 village shopper of chanhassen sub spr var sig\resolutionAm ABSENT PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve the subdivision re -platting Villages on the Ponds 81 Addition; and Site Plan Review for a one-story, two -building, 13,654 square -foot retail center subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting Subdivision approval to replat Villages on the Ponds a Addition, and Site Plan Review for a 13,652 square -foot, two -building retail center, The Village Shoppes of Chanhassen. LOCATION: 460 Lake Drive (Lot 1, Block 1, Villages on the Ponds 8th Addition) APPLICANT: Solomon Real Estate Group VOP I, LLC Steve Johnson Vemelle Clayton 1508 Welland Avenue 551 W. 78a' Street Minnetonka, MN 55305 P. O. Box 404 (952) 852-2339 Chanhassen, MN 55317 stevejohnsonC&solomonre.com (952) 975-0444 vemelleC7n.visi.com PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: Mixed Use ACREAGE: 1.86acres DENSITY: F.A.R.0.22 LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. SCANNED Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 2 of 12 "1'1 . lulu: t 1 The applicant is requesting Subdivision approval to replat Villages on the Ponds 80' Addition, adjusting the common lot line between Lots 1 and 2, and Site Plan Review for a 13,652 square -foot, two -building retail center. The surrounding property is all within the Villages on the Ponds development. To the north are Pond Promenade, a storm water pond and wetland area. To the east is the Community Bank building and a parking lot. To the south are Lake Drive and a vacant parcel planned for future development. To the west are Main Street and another vacant parcel planned for development. Sewer, storm water and water service is available to the site as well as small utilities. The site had been rough graded in conjunction with a previous phase of development. The proposed development is consistent with the comprehensive plan and the project's development design standards. Staff is recommending approval of the project subject to the conditions of this report. APPLICABLE REGULATIONS Chapter 18, Subdivision Chapter 20, Article II, Division 6, Site Plan Villages on the Ponds Development Design Standards BACKGROUND On October 28, 2002, the Chanhassen City Council approved the final plat for PUD 95-2, Villages on the Ponds 8' Addition, creating two lots and two outiots. The two lots are the site for the two-story bank office building (Community Bank) and the four-story commercial and apartment building. (The four-story commercial and apartment building was not built and is the site of the current proposal.) On October 14, 2002, the Chanhassen City Council approved Site Plan #2002-7, plans prepared by Milo Architecture Group, Inc., dated August 2, 2002, for a two-story, 11,000 square -foot office and bank building with drive -through windows and underground parking facilities with a variance for the use of 16.1 percent EIFS and a variance for signage in excess of 20 feet in height. On October 14, 2002, the Chanhassen City Council approved Site Plan #2002-7, plans prepared by Milo Architecture Group, Inc., dated August 2, 2002, for a street level commercial and upper level apartment building with a variance for 1.35 underground parking spaces per unit. On April 8, 2002, the Chanhassen City Council approved Site Plan #96-11 File 2, plans prepared by Opus Architects & Engineers, Inc., dated 1/30/02, for a 41,522 square -foot expansion to the existing building, St. Hubert Catholic Community, and amendments to the Villages on the Ponds Design Standards. On September 23, 1996, the City Council approved PUD 95-2, Villages on the Ponds, including a Comprehensive Land Use Plan amendment from Office/industrial, Institutional, Residential Medium Density, Residential Low Density to Mixed Use -Commercial, High Density Residential, Institutional and Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 3 of 12 Office; Preliminary planned unit development for up to 291,000 square feet of commercial/office buildings, 100,000 square feet of institutional buildings, and 322 dwelling units; Rezoning from IOP and RSF to PUD, Planned Unit Development (final reading); and final plat dated "Received September 19,1996" for two lots and ten outlots and public right-of-way. SUBDIVISION _ O-OcK 72 The applicant is re -platting the lots of Villages on the Ponds 8a' Addition to provide additional lot area to Lot 2, which will be Lot 1 of the Tenth Addition. No public improvements are being proposed. FEES The fees usually collected with the final plat are: Surface Water Management (SWMP) Fee —paid with the 8a' Addition Park Dedication fee — paid with the 8`s Addition GIS fee: $25 (plat) + ($10/parcel x 2 parcels) = $45 The City collected SWMP fees with the 8'h Addition so no additional fees are required. Full park fees were paid at the time of the initial platting of Villages on the Ponds 8m Addition. No additional park fees are due for the replat and no park fees will be due at the time of any future building permit in the 8's addition. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees are collected with the building permit and are calculated based on the uses within the building. Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 4 of 12 GENERAL SITE PLAN/ARCHITECTURE The applicant is proposing a one-story, two -building structure with a covered pass -through area between the two structures. ARCHITECTURAL COMPLIANCE Size Portion Placement Entries are framed with columns and highlighted through the use of aluminum sun shades. Each potential tenant unit is emphasized by faux columns with decorative wall sconces. Material and Detail Building materials consist of dark brown brick, decorative concrete masonry along the base of the building, cultured stone in the columns, Exterior Insulation Finishing System (E.I.F.S) along the top of the building and aluminum storefront windows and doors. The use of E.I.F.S. is limited to 15 percent of the building's fagade. Staff estimates that 28 percent of the building fagade consists of E.I.F.S. The building's elevation must be revised to reduce the amount of E.I.F.S. Roof Design The roof material consists of brown, standing -seam metal roof elements at the comers and in the middle of the structure. The development standards for the project require that sloped roof elements shall be incorporated in all structures: A minimum 70 percent of roof area shall be sloped. Currently, approximately 34 percent of the sloped roof treatment is provided. The required roof elements can be accomplished by adding additional mansard or hip roof elements along the parapet, incorporating stepped parapet elevations, adding rounded parapets or the use of canopies. Roof top mechanical equipment must be screened. No wooden fences are permitted on the roof as a screening element. Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 5of12 Facade Transparency Over 50 percent of the first floor elevation that is viewed by the public includes transparent windows and or doors. Site Furnishing The developer is providing planter boxes and patio areas as part of the development. Additional benches should be provided as well as a bike rack. Loading Areas, Refuse Area, etc. An enclosed trash storage structure is provided in the eastern parking lot. The material should reflect the building design and materials. The trash enclosure should be shifted to the north so that the gates face to the north, rather than the south. Landscaping Minimum requirements for landscaping at The Village Shoppes of Chanhassen include 900 square feet of landscaped area around the parking lot, two landscape islands or peninsulas, and three trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Pro osed Vehicular use landscape area 900 square feet >900 square feet Trees/parkingTrees/parking lot 3 trees 3 trees Islands or peninsulas/parking lot 2islands/peninsulas 2 islands/peninsulas Applicant meets minimum requirements for landscaping in the parking lot area. City ordinance requires that parking lot islands with trees to have a minimum inner width of 10 feet. The applicant is proposing a treed island in the parking lot, which is required, but does not meet the minimum requirements for inner width. The applicant shall revise the plans to meet the minimum requirements. Lot Frontage and Parking Location The proposed building fronts on Main Street and is set at the build -to line within the development. The parking is distributed all around the building with 38 percent to the rear of the building. The balance of the parking is provided on Lake Drive East, Main Street and Pond Promenade and Outlot A, Villages on the Ponds 5`' Addition. Most of the parking within Villages on the Ponds is under cross -access agreements throughout the development. Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 6 of 12 COMPLIANCE TABLE PUD Village ShoDDes at Chanhassen (13,652 s Building Height 3 stories I story 40 feet 29.3 feet Building Setback N - 0' E - 0' N - GE -15' W-0'S-0' W- ITS —13' Parking Stalls 211 stalls 261 stalls # (Retail 1/200 square feet — 4,122/200 = 21 spaces; Restaurant 1150 square feet — 9,512/50 = 190) (# 81 spaces on -site, 20 spaces on Main Street, 22 spaces on Lake Drive, 56 spaces on Pond Promenade and 82 spaces Outlot A, Villages on the Ponds 5' Add.) Parking Setback N-0'E-0' N-WE-0' W-0'S-0' W-92'5-10' Hard Surface Coverage 70% 900/0# Lot Area 15,000 square feet 1.4 acres # Hard surface coverage must average 70 percent over the entire development. Individual lots may exceed 70 per cent sne coverage. iY for Y ` IETIL/I�f 'N. `` LOT I •y-' �T F� u.Y /= LAKE DRNE EAST Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 7 of 12 STREETS AND ACCESS The site lies within the Villages on the Pond Planned Unit Development located south of Trunk Highway 5 between County Road 101 and Great Plains Boulevard. The streets within the Villages development — Pond Promenade, Lake Drive and Main Street — are privately owned and maintained. The site is on the northeast corner of Lake Drive and Main Street and will be accessed via the existing driveway on Lake Drive. The applicant must obtain the necessary agreement for the shared access between Lots I and 2, Block 1, Villages on the Ponds Tenth Addition. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. Access to the site is via Lake Drive, which is a private street within the Villages on the Ponds project. At one time, underground parking was planned for the site including access to the bank building to the east. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. Cross -access and maintenance agreements were required as part of prior platting and must remain in effect. All the streets within Villages on the Ponds, except for that portion of Great Plains Boulevard and Lake Drive up to Grandview Road, are private. Villages on the Ponds Association is responsible for the maintenance of these streets. The Association is working with city staff on developing a maintenance schedule for the development. The owners of the improvements adjacent to the sidewalks are responsible for their maintenance. GRADING/DRAINAGE The site was mass graded when the surrounding area was developed. The applicant proposes minor grading within the site to prepare the building pad and install the other site amenities. The grading plan must be revised to include proposed spot elevations on the patio on the northeast corner of the building on Lot 1 and the green area on the west side of Lot 2. Drainage The proposed design maintains the same overall drainage pattern with some minor alterations for flood protection and water quality treatment. Erosion Prevention and Sediment Control Because this will not result in greater than one acre of disturbance, it does not need to meet the requirements set forth in the General Permit Authorization to Discharge Stonnwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). The plan set must still meet Section 19-145 of City Code. The applicant or their representative shall assure that all required elements are included the following: 1. A detail of all best management practices. These can be found on our website. Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 8 of 12 2. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. 3. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. WETLANDS, BLUFFS AND SHORELAND This area does not lie within a shoreland district. No bluffs or wetlands are present on the subject property. STORMWATER MANAGEMENT Under existing conditions, the entire site drains from north to south before entering the private storm sewer system of the Villages on the Ponds. This system routes drainage into a pond which discharges into Riley Creek. Lake Riley, a downstream receiving water, and Riley Creek where it leaves Lake Riley, are both impaired waters. Because this will not result in greater than one acre of new impervious, it is not regulated by the requirements set forth in the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). The site must meet erosion prevention and sediment control requirements spelled out in Chapter 19 of the Chanhassen City Code. The applicant is providing rate control and water quality improvements through the installation of an underground filtration system. The provided model summary indicates that this system has been designed to provide storage adequate to treat a water quality volume of 1.1 inch of runoff from the new impervious surface. The model makes the assumption that all soils on the site are of the "D" hydrologic group. The Web Soil Survey indicates that the majority of the soils on site are `B" soils and have a seasonally high water table deeper than six feet below the surface. Unless the applicant can provide satisfactory evidence to the contrary, the model should be changed to reflect these soils. This has implications on pre -construction and post -construction runoff rates and volumes. Further, the applicant indicates that infiltration is infeasible due to D soils having a slow infiltration rate. However, B soils are very conducive to infiltration. The applicant also failed to consider any other volume reduction practices. The Minimal Impact Design Standards has a number of accepted practices for runoff volume reduction. While this site does not cross the threshold for triggering the NPDES requirements, the goal of anti -degradation and the forthcoming Riley -Purgatory - Bluff Creek Watershed District rules indicate that volume reduction would be strongly recommended. The MN Pollution Control Agency oversaw the Minimal Impact Design Standards development. The developed standards provide a number of volume reduction methods. The applicant must demonstrate the infeasibility of alternate methods of volume reduction to justify the absence of any volume -reducing management practices as is currently proposed. Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 9 of 12 The system will be private and will be maintained by a party other than the City of Chanhassen. To this end, an operations and maintenance manual, identifying required inspections and maintenance tasks as well as a schedule of these tasks, who will be responsible for these tasks and how they will be reported to the City for MS4 compliance, will be required. STORM WATER UTILITY The Surface Water Utility Charges are calculated based upon land use type and land area. Credits may be applied based upon storm water practices being implemented. Storm Water Utility Fees were collected with the initial plat. UTILITIES Public sanitary sewer and water main are within streets surrounding the proposed development and services are stubbed to the site. The proposed 8-inch ductile iron watermain on the east side of the building shall be privately owned and maintained. The existing conditions sheet indicates that an underground power line is within the southwest comer of the site as well as a hand hole. It appears that the proposed building would conflict with these utilities. The existing electric boxes on the southeast corner of the site appear to conflict with the proposed site improvements. The developer shall work with the small utility companies to ensure that any conflicts are resolved. LIGHTING/SIGNAGE The applicant is proposing 27.5 tall lighting, square steel poles, with hooded light fixtures for the parking lot area as well as decorative wall fixtures for building lighting. The site lighting photometric plan shows that adequate levels of lighting are provided around the building. There are existing light poles along Main Street that are located within the sidewalk area. With the construction of the retaining wall in this area, the developer needs to make sure that these lights do not block the sidewalk. Wall business signs shall comply with the city's sign ordinance for the central business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. Separate sign permits are required for each sign. The applicant has conceptually shown signage for the building. MISCELLANEOUS Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 10 of 12 allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. A three-foot clear space must be maintained from fire hydrants. RECOMMENDATION Staff recommends that the Planning Commission approve the development subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Subdivision 1. Before the final plat is recorded the $45 GIS fee must be paid. Site Plan Buildine 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 11 of 12 Engineering 1. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. 2. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. 3. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. 4. The developer shall work with the small utility companies to ensure that any conflicts are resolved. 5. The grading plan must be revised to include proposed spot elevations on the patio on the northeast comer of the building on Lot 1 and the green area on the west side of Lot 2. Fire Marshal 1. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. 2. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. 3. A three-foot clear space must be maintained around fire hydrants. Planning 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. 3. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. 4. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. 5. Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. 6. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. 7. Additional benches should be provided as well as a bike rack. Planning Commission The Village Shoppes of Chanhassen — Planning Case 2014-24 August 19, 2014 Page 12of12 8. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources 1. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. 2. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible party, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. 3. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. 4. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. 5. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. 6. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Project Narrative. 4. Reduced Copy Building Elevations. 5. Reduced Copy Existing Conditions. 6. Reduced Copy Preliminary Plat. 7. Reduced Copy Civil Site Plan. 8. Reduced Copy Grading, Drainage and Erosion Control Plan. 9. Reduced Copy Utility Plan. 10. Reduced Copy Landscape Plan. 11. Reduced Copy Site Lighting Photometrics. 12. Reduced Copy Final Plat. 13. Villages on the Ponds Development Design Standards. 14. Letter from Chuck Mayers, Center Point Energy, to Bob Generous dated 7/30/14. 15. Memorandum From Scott Sobiech, Barr Engineering Co., to Robert Generous dated 8/5/14. 16. Affidavit of Mailing of Public Hearing Notice. g:\plan\2014 planning cases\2014-24 village shopper of chanhassen sub spr var sig\staff report village sboppes.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Solomon Real Estate Group and VOP I, LLC for Subdivision and Site Plan approval. On August 19, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Solomon Real Estate Group and VOP I, LLC for preliminary plat and site plan approval. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Lot 1, Block 1, Villages on the Ponds Tenth Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance and meets the standards of the Village on the Ponds Planned Unit Development; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan since the site is guided for mixed use development which includes commercial or multi -family residential; C. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, stone drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature since adequate infrastructure is available. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed project is consistent with the Site Plan Review requirements of City Code; c) The proposed project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d) The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed project creates a functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community, 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2014-24 dated August 19, 2014, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat (Villages on the Ponds Tenth Addition) and site plan for the Village Shoppes of Chanhassen. ADOPTED by the Chanhassen Planning Commission this 19d' day of August, 2014. CHANHASSEN PLANNING COMMISSION I Its Chairman CITY COMMUNITY DEVELOPMENT DEPARTMENT A- j CITY OF CHANHASSEN Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 553N Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Date Filed: - I - 1 60-Day Review Deadline: c--t-A(- - I Planner B(�- ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Conditional Use Permit ❑ Single -Family Residence..... . ........... $325 ❑ All Others.. ............... ........... ......... _ ............... $425 ❑ Interim Use Permit ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others .................................... ................. $425 ❑ Rezoning ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD................. $100 ❑ All Others... ................................................. $500 �I Sian Plan Review 0 _., l.t( 4---.._N.___$150 [A Site Plan Review ❑ Administrative ................. ...... ........................... $100 { ] CommerciaUlndustrial Districts*......................$500 Plus $10 per 1,000 square feet of building area tab Include number of edsting employees: and number of new employees: ❑ Residential Districts ...._._. ........... .............. -$500 Plus $5 per dwelling unit ADDITIONAL REQUIRED FEES: Notification Sign ................................................... $200 (City to install and remove) $ S4 Property Owners' List within 500......... $3 per address (City to generate - fee determined at pre -application meeting) (j Escrow for ecorcl Documents.. $50 per document (CUP 1ACvVAP/Metes & Bounds Subdivision) tb 100 -a a,. . Case talf- ,34- A Create 3 lots or less ...................... .................. $300 ❑ Create over 3 lots ... ......... ... ........ $600 + $15 per lot ❑ Metes & Bounds ............. .... ........ $300+$50 per lot n Consolidate Lots ......... ..................................... $150 Lot Line Adjustment ..................................... I52 Final Plat' .... ............................... .............. ....... $250 'Requires additional S450 escrow for attorney costs. Escrow volt be required for other applications through the development contract. El vacation of Easements/Right-of-way...... ._....... $300 (Additional recording fees may apply) g[ Variance.._..._ ..... ..........__............................ .... ..$200 ❑ Wetland Alteration Permit ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal .............. .. $100 ❑ Zoning Ordinance Amendment ............................ $500 NOTE: When multiple applications are processed Concurrently, the appropriate fee shall be charged for each applimbon. (Refer k, the app..-prie!e Applicatian Check is! fw required submi!!af intomrafion that must accompany!his appllcabon) i_iV Roo 161 to F54 o0 TOTAL FEES: $ , 2) [ L A Jer"`d 1150 Received ffomsdlorrlQn 4-d F-:'Fca42. 6'r-oap Date Received: - (`6 - 14Check Number: I O l`� Kt ni Project Name: 'J: iln< o CL.,. eos e�k Property Address or Location: �J r, o L-4iA E Parcel # �2S_ Fioj300 IC Legal Description: 1-- 1 I r 6101< t r V' UAC C1 1> 4111 ".4, A Total Acreage: I ,g 5 Atz Wetlands Present? ❑ Yes El No °4 V✓ oA �tY Present Zoning: .i��: iN Requested Zoning: i_x i t Present Land Use Designation: Q Aai�1 ( Requested Land Use Designation: _ _s, Existing Use of Property: VA #-,-4- Description of Proposal: _1,�E L�` I XCheck box if separate narrative is attached Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner. 1 have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the parry whom the City should contact regarding any matter pertaining to this application I will keep myself informed of the deadlines for submission of material and the progress of this applicafioa I further understand that additional fees may be charged for consulting fees, feasibility studies, etcwith an estimate prior to any authorization to proceed with the ststudy. I certify that the information and exhibits submitted are true and correct. Name: '5�4 Jat—so—, C)CSDCXy "Kc l L�' ��a�P 'C�ontact C•l^�� 1 i, Address: (SOP Phone: (u/ -1 >!Sd-aX3�i City/State/Zip: tl'1 a-i[n W l iA S: ^ Z s i Cell: C`t sa) Email: 5i.:_.. E.:. Signature: . �� �-• �.- Fac Date: 7 /• % li -F PROPERTY OWNER: In signing this application. 1, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application I further understand that additional fees may be charged for consulting fees, feasibility studies. etc. with an estimate prior to any authorization to proceed with the study. 1 certify that the information and exhibits submitted are true and correct Name: VO P I LLC. Address:. -, CYJ . 12�d, Y r_ , ?-n r1,0 •io CitylState/Zlp: CL:rrnin�fs..:_-, 04 NI S_C-1i7 Email: Va Cl v • Cn Signature: � �L Contact C! -V t- - Phone: 6ga) 97S-0qq� Cell: Fax Date: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all Information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: ix.esl�%c �� l�-�o fcxf .sl Sa.-JJ�4�,' Contact 6J �^. Isc Address: 7[-9Cr ,-1 11 r ,p Phone: �9Q) 9e4,-7g35 i City/State,Zip: I' li n -S :� , -1 i Cell: (L r ]) Y * - 4 LI `� Email: 6.a+..? 4 r •Es iu: �;,a to r. e.1 Fax: Section 4: Notitiration Who should receive copies of staff reports? Information `Other Contact Information: 1�1 Property Owner Via: LL& Emau ❑ Maiiad Paper Copy Nama. ® Applicant Via: (} .Email ❑ Mailed Paper Copy Address: ®- Engineer Via : Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: Email ❑ Mailed Paper Copy Email: SCANNED New Development in Village Ponds PUD — Chanhassen, MN Narrative Introduction Solomon Real Estate is submitting the attached application for development of an approximate 1.45-acre site in Chanhassen, Minnesota. This narrative describes the site development and various aspects of the application request. Location The site is presently vacant land and located next to Community Bank at the comer of Lake Drive East and Main Street. Various retail establishments surround the area respectively. Site Development As shown on the Concept Site Plan, the proposed development will have an approximate 13,100 square foot building housing both restaurant and support/convenience retail. Primary access to the site will be from either of the two lighted intersections on Hwy 5 at Great Plains Blvd/Lake Dr. East or MN 101 respectively. The property is currently platted as one lot. The re -plat give an additional 2,125 square feet of land to Community Bank. Building Architecture As shown on the Architectural Elevations, the architecture and storefronts of the proposed buildings will use a combination of various building materials (brick, metal, glass and eifis). The building will be pulled to the front of the property lines giving an urban feel to the development. The building will feature a portico allowing for consumers to park either on the street, or in the parking field for the center. The roof line will have gable peaks on the comers to accent a more village look with the building. In addition, the portico will feature a tower element allowing for signage for up to three tenants, who otherwise would not be visible due to the north south orientation of the building. Traditional signage will be provided along sign bands on both sides of the building. Various storefronts will be tied together through the use of decorative brick piers and stucco cornices. Site Utilities Public utilities for sanitary sewer, watermain and storm sewer service will be made from the site within the adjacent roadway right -of ways. Other utilities (i.e., gas, electric, telephone) are also available to serve the site. Once completed, this development will generate excitement and energy drawing numbers of patrons to the area that will enhance shopping and dining visits to other nearby merchants as well. CITY OF CHANHASSEN RECEIVED JUL 1 8 2014 CHANHASSEN PLANNING DEPT SCANNED 0 0 0 4 4 o O o 0 E M C 'p f 0 I B X ♦ i p [ p C X • f I J p n EA9T ELEVATION p 4 � ny ny Q Q Q pp` Qa WEST ELEVATION AUU U 5 21 ASSNPEPAW 9 i c 0 I A20 I = 95061 / — O fnuna CooFea Iron Pope "hems N, 1 67 Sel PN Null In)7lnous b i i i 9 El,, = 9e563 mv. FW Flev. 9600J Inv. "0 Pee = 9600J v- Flm Cl—. = In¢ Fafr Ebv, = 93 9.JB Inv. Nest Elev. = 9939 Inv. NortM1 Elev. 9J9J. 8 Chanhassen Retail, LLC Shoppes of Chanhassen x �0 NOT FOR CONSMucnON o.. mrtuu a. r3 „ e 0xicHng cBNam9N. wl.w w,wre vn.w w. L�d hThi van"_ ,. rioT%i n�✓i,ivir � J' � �f 'II l /ii V AI w N. BLOCK bd IJ• If) 2 �_7nnln,^ r 1/111T11 Alm Ir InAI I- vIVLJ _' L-1 2 r 7 ) i 1LJ lJlI Ivr y TV 11 ------ - ,- I A1.'r n-U1 ir- o �i L I I'" ice/ ��VIIV �^�J L'/ V/I• Lod apt- 011 n mY611u Pmn DG dop0 t Sumvury 91m r ..1. 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ER r .R..ro xpMN M. owi a ¢'"mNEEI IF .. YYx xu,.Nwnde vu[ a I 1, w - .0 soar AREA w drs m m[ on » ee'YM ER.A 'I — "Ell uA.11 5 RAN ,. SuI�VMV INNER Y REENEEN Y[ — E1lR.IY NI Ell ee 0Y .1 NLd,. Xnx .. Y FIET ' aAAMTARTVc 1»Ri[o¢ IAll 1—x ,¢I OF euuwE rW uxov —INW1 rNE YN.¢ RE 15 ho MARE SHAlla ,lN RIM Ill. NNE Sl� El AN. IlRAI s,,TRRENA, IN wM,N uES YMr11. WVN[x,l u¢MiE .w. NN M u[M WE4 Fm, M[ E Y62 Y a REE aM Y.1M W m. sd aru es r. xI All la I -Al l ARE. M ua... I Al IDEA. u[e Sigh MIAM LASwNG SCNf 11 cJw» Tlh b' X E M .p eE NOT FOR CONSTRUCTION -1 — wRl Y.. a I, e "� - I r I .. Shoppea of I RAIR mo— I'` =:�_— I - Chanhassen Retail, LLC Chanhassen unuey ew MMM w. a ® M I LAKE DRIVE EAST x m+> Oaeti aI"• Plan[ Se6edule a•"•� nN•• u��r. crown[ an se....e ,.., NN u.ew bwwl. �" •u 4N: ie eq sruuxe rye. ON II OLL. ire . •v. rm.•v a%eMueyn iru •.r.wawur .0 wnm .r.µ.n/ uwrv. rnrv. rvmn. - 0,"/rm INON Is ITT ON NO ae x." vnnu, nr e... me. vnx . s.rnsv I. 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LLC tr.e.r o 0 NOT FOR CONSTRUMTON e i age Shoppea of QumhasaeII [andeupe PLn FIXTURE TYPES A2 & S1 owl.. ,.eu 9wry o.. ,.a A— cmw ]o]w wo o. oso ,a RETAIL/REST ,., 1.1 x...., s., ,.r ,.e ,., .., 1.1 1.1 ..e �, YM .S .., ,., ,.. 1.1 ,.. 1 1 N m� ,.1 >., ,.e ,., @., SITE LIGHTING PHOTOMETRIC PLAN ewro, u.r .-- , ...•.... mm ,+r x.,�,. ux ro..ue.u<., , ., ..v-na Yeeoo a.no r.mx,y,.e oawvv- eoo wu ,�- xT po.w .wx ro,. uoo o. u] m.ww w ,a v ]o sm o.w..uw vn ..w. s ,m e:w saoo o. ne m.uw e.aewuw m. xww wpw x m .w.-wc. e.00e o. uo m.uw rov. a.w u]no n.w,.. cuw,.uw c,w...r i �adiNon.,a ��n-Site Ligh ing VILLAGES ON THE PONDS TENTH ADDITION N N rrrMn"o... +tl r�"rxrwrm. iub�+ew w"W ew�bw ,n— i�rMwrr.�.rY".�wKront mrvmv.. +r n._Wn ee_n_.mr �n.Wvrn . Westwood h Icn.lL Im Inc. .71 Adopted September 23, 1996 Amended August 13, 2001 Amended November 26, 2001 Amended May 10, 2010 VILLAGES ON THE PONDS CHANHASSEN, MINNESOTA DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a mixed use PUD consisting of commercial, institutional, office, and residential uses. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. The Central Business District regulations shall apply except as modified by this ordinance. b. Permitted Uses The permitted uses in this zone should be limited to uses as defined below or similar uses to those as listed in the Standard Industrial Classification. If there is a question as to the whether or not a use meets the definition, the Planning Director shall make that interpretation. No single retail user shall exceed 20,000 square feet on a single level of a building. A maximum of thirty- three (33) percent of the square footage of the retail users within the development may be of a "big box" category. The intent of this requirement is to provide a variety of users, including small retail shops, service providers, coffee shops, cabarets, etc., for residents of the Villages as well as the community as a whole, rather than typical suburban type large, individual users dominating the development and detracting from the "village" character. Retail users should be those that support and compliment the residential development located within the development, providing goods and services which enhance residents of the village and the community. Office. Professional and business office, non -retail activity except for showroom type display area for products stored or manufactured on -site provided that no more than 20 percent of the floor space is used for such display and sales. bank/credit union finance, insurance and real estate health services - except nursing homes and hospitals engineering, accounting, research management and related services legal services Personal Services. Establishments primarily engaged in providing services involving the care of a person or his or her personal goods or apparel. dry cleaning beauty or barbershop shoe repair photographic studio tax return preparation laundromat health club optical goods computer services day care center copying mail stores Institutional. Establishments that are public/semi-public in nature. church library education services day care art gallery dance studio cultural facility Commercial/Retail. Establishments engaged in commercial operations including retail sales and services and hospitality industries. Apparel and Accessory Stores shoe stores electronic and music store and musical instruments restaurant — no drive through, except on Lot 1, Block 1, Villages on the Ponds 2" d Addition through a conditional use permit and compliance with the following standards - the drive through shall provide sufficient stacking to assure that traffic is not backed into the parking lot drive aisles; loud speakers used for ordering shall be shielded so that noise is not heard off -site, and the drive through shall be screened from off -site views. (amended 8/13/01) restaurant - fast food only if integrated into a building no freestanding fast food and no drive through drug store/pharmacy book/stationary jewelry store hobby/toy game gift novelty and souvenir sewing, needlework and piece good florist camera and photographic supply art and art supplies, gallery sporting goods video rental food stores including bakery and confectionery hardware store computer store hotel/motel entertainment liquor store pets and pet supplies home furnishings Residential. Residential units shall be provided as upper level units above the commercial/office uses within the village core and as stand alone units. A minimum of 50 percent of the residential units shall be rental units. Of the rental units, the city has adopted a goal of 35 percent of the units meeting the Metropolitan Council's affordable criteria. For the ownership housing, the city has adopted the goal of 50 percent of the units meeting the Metropolitan Council's affordable criteria. Prohibited Uses: Auto related including auto sales, auto repair, gas stations C. Setbacks In the PUD standards, there is the requirement for landscape buffering in addition to building and parking setbacks. The following setbacks shall apply: Building Parking Great Plains Blvd.: Buffer yard & Setback C, 0' 0' Market Blvd.: Buffer yard & Setback C, 50' 20' Hwy. 5: Buffer yard & Setback B, 50' 20' Interior Side Lot Line: Buffer yard & setback NA, 0' 0' East Perimeter Side Lot Line (adjacent to residential): Buffer yard & setback D, 50' 50, West Perimeter Side Lot Line (adjacent to industrial): Buffer yard & setback B, 50 20 Buffer yards are as specified in the City of Chanhassen Landscaping and Tree Removal Ordinance, Article XXV. No fences shall be permitted between the required landscape buffer and arterial and collector roads. d. Development Site Coverage and Building Height The PUD standard for hard surface coverage is 70% for the overall development. Individual lots may exceed this threshold, but in no case shall the average exceed 70 percent. 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. The maximum building height shall be Sector I - four stories (residential with street level commercial or office)/50 ft. (retail and office buildings without residences above shall be limited to three stories/40 ft.) except for the lot on the comer of Promenade Pond and Great Plains Boulevard shall be limited to two stories and 30 feet, Sector II - three stories/40 ft., Sector III - three stories/40 ft., and Sector IV - four stories/50 feet. Building height limitations are exclusive of steeples, towers, and other architectural and roof accents. (Amended 11/26/01) 4. The maximum building footprint for any one building shall be limited to 20,000 square feet without a street level break in the continuity of the building, e.g., pedestrian passageways, except for the church and residential only buildings. 5. The following table shall govern the amount of building area for the different uses: Commercial/ Office/Service Institutional Dwelling TOTAL sq. ft. Retail (sq. ft.) (sn. ft.) (sq. ft.) Units Sector I 114,500 83,500 0 160 198,000 Sector II 60,000 * 14,000 0 0 74,000 Sector III 0 0 100,000 0 100,000 Sector IV 0 0 0 162 0 TOTAL 174,500 97,500 100,000 322 372,000 (amended 11/26/01) * Includes 47,200 square foot, 106 unit motel. Building square footages may be reallocated between sectors and between uses subject to approval by the Planning Director. The following factors shall be used in calculating the reallocation of building square footages between uses: 1 Residential apartment unit = 3 congregate care (assisted living or dementia) unit. I Residential apartment unit = 2 elderly (independent) unit. 1 Residential apartment unit = 360 square feet of officelservice. 1 Residential apartment unit = 90 square feet of retail. 1 Residential apartment unit = 440 square feet of institutional. 950 square feet of office/service =1,000 square feet of institutional. 300 square feet of retail =1,000 square feet of officelservice. 290 square feet of retail = 1,000 square feet of institutional. (amended 11/26/01) In no instance shall addition institutional building square footage be reallocated without an amendment to the PUD. 6. Buildings adjacent to pedestrian sidewalks must have commercial/office on the majority of the street frontage. (amended 11/26/01) e. Building Materials and Design The PUD requires that the development demonstrate a higher quality of architectural standards and site design. The intent is to create a pedestrian friendly, "traditional" village character consistent with the European heritage of the upper midwest and the atmosphere within this development, yet with the amenities and technological tools of modern times. The village elevations shown on the PUD drawings are to be used only as a general guideline and the reflection of the overall village image including the north- midwestem architectural vocabulary, village like human scale and flavor, and variety in design and facade treatment. 2. All materials shall be of high quality and durable. Major exterior surfaces of all walls shall be face brick, stone, glass, stucco, architecturally treated concrete, cast in place panels, decorative block, cedar siding, vinyl siding in residential with support materials, or approved equivalent as determined by the city. Color shall be introduced through colored block or panels and not painted block or brick. Bright, long, continuous bands are prohibited. Bright or brilliant colors and sharply contrasting colors may be used only for accent purposes and shall not exceed 10 percent of a wall area. Block shall have a weathered face or be polished, fluted, or broken face. Exposed cement ("cinder") blocks shall be prohibited. 4. Metal siding, gray concrete, curtain walls and similar materials will not be approved except as support material to one of the above materials, or as trim or as HVAC screen, and may not exceed more than 25 percent of a wall area. 5. All accessory structures shall be designed to be compatible with the primary structure. 6. All roof mounted equipment shall be screened by walls of compatible appearing material. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. All mechanical equipment shall be screened with material compatible to the building. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 8. Space for recycling shall be provided in the interior of all principal or accessory structures. 9. There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. 10. The materials and colors used for each building shall be selected in context with the adjacent building and provide for a harmonious integration with them. Extreme variations between buildings on the same street in terms of overall appearance, bulk and height, setbacks and colors shall be prohibited. 11. Slope roof elements shall be incorporated in all structures: Sector I - minimum 70 percent of roof area shall be sloped, Sector II - minimum of 70 percent of the roof area shall be sloped, Sector III - minimum of 30 percent of the roof area shall be sloped, and Sector IV - minimum of 70 percent of the roof area shall be sloped. An exception to this requirement are roof areas designed for human use such as decks, garden areas, patios, etc., which will not be counted towards flat roof area. 12. The following design elements should be incorporated into individual structures: Building Accents Towers, silos, arches, columns, bosses, tiling, cloisters, colonnades, buttresses, loggias, marquees, minarets, portals, reveals, quoins, clerestories, pilasters. Roof Types Barrow, dome, gable, hip, flat. Roof Accents Cupolas, cornices, belfries, turrets, pinnacles, look -outs, gargoyles, parapets, lanterns. Accent elements such as towers, turrets, spires, etc., shall be excluded from the sector building height limitation. 0 Window Types Bay, single paned, multi -paned, angular, square, rectangular, half -round, round, italianate. Window Accents Plant boxes, shutters, balconies, decks, grates, canopies, awnings, recesses, embrasures, arches, lunettes. 13. Street level windows shall be provided for a minimum of 50 percent of the ground level wall area. f. Site Landscaping and Screening All buffer landscaping, including boulevard landscaping, included in Phase I shall be installed when the grading of the phase is completed. This may well result in landscaping being required ahead of individual site plan approvals, but we believe the buffer yard and boulevard plantings, in particular, need to be established immediately. In addition, to adhere to the higher quality of development as spelled out in the PUD zone, all loading areas shall be screened. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 2. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 3. Storage of material outdoors is prohibited. 4. Undulating or angular berms Y to Sin height, south of Highway 5 and along Market Boulevard shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. g. Signage 1. One project identification sign shall be permitted for the development at each end of Lake Drive and at the south end of Main Street. Project identification sign(s) may also be located at the entrances to the development(s) in Sector IV. Project identification signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. 7 One project identification sign, with a maximum height of 20 feet, which may be increased in height subject to city approval based on the design and scale of the sign, designed as a gateway to the project shall be located at the north end of Main Street. Individual lots are not permitted low profile ground business sign. Within Sector III, one sign for the church and one sign for the school may be placed on streetscape walls. The top of the signs shall not extend more than eight feet above the ground and the total sign area for the signs shall not exceed 64 square feet. Pylon signs are prohibited. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 2. All signs require a separate sign permit. Wall business signs shall comply with the city's sign ordinance for the central business district for determination of maximum sign area. Wall signs may be permitted on the "street 'front and primary parldng lot front of each building. 4. Projecting signs are permitted along Main Street and Lake Drive and along pedestrian passageways subject to the conditions below. Signage Plan and Restrictions Wall Sims The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. In Sector H, sign height may be increase based on the criteria that the signage is compatible with and complementary to the building architecture and design. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. 2. If illuminated, individual dimensional letters and logos comprising each sign may be any of the following: a. Exposed neon/fiber optic, b. Open channel with exposed neon, c. Channel Letters with acrylic facing, d. Reverse channel letters (halo lighted), or e. Externally illuminated by separate lighting source. 3. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. 4. Within Sector II, architecturally, building -integrated panel tenant/logo sign may be permitted based on criteria that the signage is compatible with and complementary to the building design and architecture. 5. Back lit awnings are prohibited. Proiecting Signs The letters and logos shall be restricted to the approved building sign area. 2. All wooden signs shall be sandblasted and letters shall be an integral part of the building's architecture. 3. Signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered and such minimal messages such as date of establishment of business. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band or within the projecting sign and do not occupy more than fifteen (15) percent of the sign display area. 4. Projecting signs shall be stationary, may not be self -illuminated but may be lighted by surface mounted fixtures located on the sign or the adjacent facade. Projecting signs shall be limited to one per tenant on street frontage and pedestrian passageway and my not exceed six square feet. Letters shall have a maximum height of 12 inches. 6. Projecting signs shall be a minimum of eight feet above the sidewalk and shall not project more than six feet from the building facade. 7. Plastic, plexi-glass, clear plex, or similar material projecting signs are prohibited unless used in conjunction with other decorative materials. 8. Projecting signs may be painted, prefinished, or utilize exposed metal. Any exposed metal shall be anodized aluminum, stainless steel, titanium, bronze, or other similar non- corrosive or ono -oxidizing materials. Window Signs Window signs shall not cover more than 25 percent of the window area in which they are located. 2. Window signs shall not use bright, garish, or neon paint, tape, chalk, or paper. Menu Sims 1. Shall be located at eye level adjacent to tenant entries and shall not exceed 4 feet in height. 2. Shall be used only to convey daily specials, menus and offerings and shall be wood framed chalkboard and/or electronic board with temporary handwritten lettering. No paper construction or messages will be permitted. Menu signs shall be limited to one per tenant and may not exceed 8 square feet. Festive Flags/Banners Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. 2. Plastic flags and banners are prohibited. 3. Flags and banners shall be constructed of fabric. 4. Banners shall not contain advertising for individual users, businesses, services, or products. 5. Flags and banners shall project from buildings a maximum of two feet. 6. Flags and banners shall have a maximum area of 10 square feet. Flags and banners which are tom or excessively worn shall be removed at the request of the city. Building Directory In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. Pole Directory Sim Pole directory signs consisting of single poles with individual nameplate type directional arrows may be located within the development. 2. Pole directory sign shall not exceed 15 feet in height. Directory signs shall be a minimum of eight feet above the sidewalk. 4. A maximum of eight directory signs may be provided per pole. 10 5. The maximum size of an individual sign shall be 18 inches long by four inches wide. 6. Poles shall be a minimum of 10 feet behind the curb. h. Lighting Lighting for the interior of the business center should be consistent throughout the development. The plans do not provide for street lighting. As with previous developments, the City has required the developer to install street lights throughout the street system. 2. A shoe box fixture (as specified by City Code) with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the project perimeter property line. This does not apply to street lighting. 5. Light poles shall be limited to a height of 20 feet. 6. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. i. Parking Parking shall be provided based on the shared use of surface parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. A minimum of 75 percent of a building's parking shall be located to the "rear" of the structure and in underground garages. 3. The development shall be treated as a integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. Residential uses shall provide 1.5 spaces per unit as underground parking with visitor spaces provided as part of the commercial/office uses. Within sector IV, visitor parking shall be provided at 11 a rate of 0.5 stalls per unit. Hotel/motels shall comply with city ordinance. Churches/schools shall comply with city ordinance, however, a minimum of 50 percent of the parking shall be shared. 12 SUMMARY OF DISCUSSION RE MAINTENACE AT VILLAGE ON THE PONDS Participants: Kate Aanenson, Paul Oehme and Vemelle Clayton as Manager of the Village on the Ponds Association Current Street Work Completed and Scheduled: Leveling the sewer cover and replacing the asphalt has been completed at the north end of Main Street (at the Pond.) Addition of the second left of asphalt at Church Circle (the fountain) is scheduled for completion within the next 2 weeks. Replacing missing pavers at the Lake Drive/Main Street intersection is scheduled for this summer but no specific date has been promised. Routine mowing of areas adjacent to streets and along Highway 5, planting and maintaining of annual and perennials at various common locations, street sweeping, striping and snow removal from streets as well as fountain maintenance are also provided by the Association. All owners provide necessary landscape and lawn maintenance as well as snow removal within their individual parcels and along the walkways adjacent to their parcels. Future Street Work: The Association reserves $3,000 per year for street repairs, with a total current reserve account of $36,000. While this account, together with future special assessment and/or budget increases can accommodate the repair of a certain amount of the streets, it is not entirely adequate for major repairs to Lake Drive. In fact, Lake Drive has functioned from the outset as a cut -through from Hwy 101 traffic seeking to bypass one or more stop lights to access Hwy 5. This has resulted in an inordinate amount of traffic which does not originate from nor terminate within Village on the Ponds. The potential of some public/private cost arrangement similar to other street improvements but with a different ratio of cost sharing was discussed. Other streets and/or drive aisles functioning as streets within Village on the Ponds include: Lake Drive from the turn off to the homes behind St. Hubert to Hwy 5. This is a City street and is maintained by the City. Pond Promenade from the north end of Main Street to Lake Drive (at the Starbucks intersection is considered to be a Village on the Ponds Street and is maintained by the Association Pond Promenade from the north end of Main Street to the intersection at Americhm is not a part of the responsibility of the Association. It is owned by the Northcott entity which owns the adjacent vacant parcel. The street from the intersection described above southward to the intersection with Lake Drive in front of Bokoo Bikes, is considered the responsibility of the Association to maintain.. Misc. re Pavers: The contractor who did the work at the north end of Main Street will be using some of the saved pavers from that site to replace loose and/or missing pavers at the primary intersection of Lake and Main and the Northcott entity has been invited to do the same for the intersection at Americlnn. Sidewalks We discussed the condition of the sidewalks briefly. The owners of the improvements adjacent to the sidewalks are responsible for their maintenance and to date several have been repaired and/or replaced. This summer, PHM and Community Bank, for example have both replaced certain portions. The existing tarvia walkways were done by the original developer with the understanding that any such sidewalks would be the ongoing responsibility of the adjacent property owner and it was assumed that appropriate concrete walkways would be installed as the parcels were improved. St. Hubert's Participation It was brought to my attention that there appears to be some misunderstanding on the part of the staff at St. Hubert's as to their participation in the Association and its maintenance responsibilities. While St. Hubert's is not a voting member of the Association, they were, by virtue of a Tri-Party Agreement which is of record, responsible for an initial negotiated annual payment toward the budgeted costs of the Association, and each year are responsible for and have paid an amount resulting from applying the percentage increase in CPI to the previous year's amount assessed. In addition, should any improvements be made whether by the Association or others which are assessable or which would qualify as assessable improvements, St., Hubert's is obligated to pay an amount which they are or could be assessed for such improvements. Summary Prepared by Vemelle Clayton August 5, 2014 Pond Promenade from the north end of Main Street to Lake Drive (at the Starbucks intersection is considered to be a Village on the Ponds Street and is maintained by the Association Pond Promenade from the north end of Main Street to the intersection at Americhm is not a part of the responsibility of the Association. It is owned by the Northcott entity which owns the adjacent vacant parcel. The street from the intersection described above southward to the intersection with Lake Drive in front of Bokoo Bikes, is considered the responsibility of the Association to maintain.. Misc. re Pavers: The contractor who did the work at the north end of Main Street will be using some of the saved pavers from that site to replace loose and/or missing pavers at the primary intersection of Lake and Main and the Northcott entity has been invited to do the same for the intersection at AmericInn. Sidewalks We discussed the condition of the sidewalks briefly. The owners of the improvements adjacent to the sidewalks are responsible for their maintenance and to date several have been repaired and/or replaced. This summer, PHM and Community Bank, for example have both replaced certain portions. The existing tarvia walkways were done by the original developer with the understanding that any such sidewalks would be the ongoing responsibility of the adjacent property owner and it was assumed that appropriate concrete walkways would be installed as the parcels were improved. St. Hubert's Participation It was brought to my attention that there appears to be some misunderstanding on the part of the staff at St. Hubert's as to their participation in the Association and its maintenance responsibilities. While St. Hubert's is not a voting member of the Association, they were, by virtue of a Tri-Party Agreement which is of record, responsible for an initial negotiated annual payment toward the budgeted costs of the Association, and each year are responsible for and have paid an amount resulting from applying the percentage increase in CPI to the previous year's amount assessed. In addition, should any improvements be made whether by the Association or others which are assessable or which would qualify as assessable improvements, St., Hubert's is obligated to pay an amount which they are or could be assessed for such improvements. Summary Prepared by Vernelle Clayton August 5, 2014 CenterPoint. C Energy July 30, 2014 City of Chanhassen Bob Generous AICP Senior Planner 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 RE: Planning Case: 2014-24 Dear Mr. Generous: 700 West Linden Avenue PO Box 1165 Minneapolis, MN 55440-1165 With reference to your request, CenterPoint Energy has no natural gas mains within the requested area, but we do have a service line to the building to the NE of the new proposed platted area, knowing this CenterPoint Energy has no objection to this proposal at this time and will work with you if the service line needs to be moved within the new plat. We do have gas services in the area and look forward to working with you when the time comes for new services. If you have any questions, please contact me at 612-321-5381. Respectfully, CENTERPOINT ENERGY Chuck Mayers Right -of -Way Specialist Engineering Services charles.mayers@centerpointenergy.com 612-321-5381 resourceful. naturally. BARR engineering and environmental consultants - Memorandum To: Robert Generous, AICP, Senior Planner; City of Chanhassen From: Scott Sobiech, PE Subject: Village Shoppes of Chanhassen Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: August 5, 2014 c: Claire Bleser; Administrator Riley -Purgatory -Bluff Creek Watershed District The Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) is in the process of implementing watershed district rules. The draft rules were released for public review and comment earlier this spring. The District is currently reviewing comments and anticipates implementing the permitting program this summer. Because the draft rules have not been adopted, the District does not currently have an official permitting program. We appreciate the opportunity to provide comments on the project relative to the draft rules and your willingness to work with the District in advance of the permitting program. The following is a summary of RPBCWD review comments for the Village Shoppes of Chanhassen development at 460 Lake Drive East. The following comments are based on the draft rules that would likely apply to this project and highlight the areas where revisions or additional information would be needed to fully meet the draft rules. Rule C: Erosion and Sediment Control Rule C: Erosion and Sediment Control applies if a project disturbs more than 5,000 square feet or more than 50 cubic yards. Based on the submitted design plans and supporting documents, the project will disturb more than 5,000 square feet and excavate more than 50 cubic yards. In this case Rule C would apply, and the comments below should be reflected in the plans. • Provide an erosion and sediment control plan in accordance with Section 4 (requirements of the erosion and sediment control plan submittal) and meeting the criteria established in Section 3 of Rule C. Rule J: Stormwater Management Rule J: Storrnwater Management applies if a project disturbs 5,000 square feet or more distrubs 50 cubic yards or more. Based on the submitted design plans and supporting documents, the project will disturb more than 5,000 square feet and excavate more than 50 cubic yards. Because the project will increase the imperviousness of the parcel by more than 50 percent, the criteria will apply to the entire parcel. The following criteria would apply. Bon Engineering Co. 4700 West 77ih Skw, Suite 200, Minmapolis, MN 55435 952.932.2600 www.boi corm To: Robert Generous, AICP, Senior Planner: City of Chanhassen From: Scott Sobiech, PE Subject Village Shoppes of Chanhassen Plan Review by Riley -Purgatory -Bluff Creek Watershed District Dale: August 5, 2014 Page: 2 • Rate Control: Documentation must be provided showing that the project does not increase runoff rates for all points where stormwater leaves the site for the 2-, 10-, and 100-year storm events, and the 100-year frequency, 10-day snowmelt event. This analysis must be done using Atlas 14 reference data using a nested storm distribution. o The impervious percentage, pervious area, and pervious percentage for existing conditions listed in the project description do not match the HydroCAD modeling. Review and revise for consistency between the project summary and analysis. o A stormwater analysis was provided that addressed rate control for the 2-, 10-, and 100- year storm events. The events used Atlas 14 precipitation depths; however they used the SCS Type D distribution. The modeling should be revised to use a nested storm distribution based on the Atlas 14 precipitation. o The storm depths listed in the HydroCAD modeling do not match the storm depths listed in the rate control summary table. Review the depths and use consistent values. o The draft RPBCWD rules require that the project not increase runoff rates for all points where stormwater leaves the site. To accurately comply with the draft rules, the existing conditions modeling should be split to represent that there are two points where stormwater leaves the site, and documentation should be provided showing that the runoff rates do not increase at both locations. o Provide information documenting the existing and proposed time of concentration estimates. The existing time of concentration seems low when compared to the total time of concentration in the proposed conditions modeling. o It appears that the HydroCAD modeling is allowing outflow from the StormTech system through both a 4" draintile and a 12" pipe with an invert of 941.0. Confirm that the HydroCAD modeling correctly represents the system as it is proposed. o Verify that the Intensity -Duration -Frequency data obtained from MnDOT for the Rational Storm Sewer Design Tabulation uses the Atlas 14 precipitation depths. o Provide a figure showing the existing and proposed drainage divides for the site, including subwatershed divides that match the subwatersheds in the HydroCAD model. • Volume Control: Stormwater management features must provide abstraction for 1.1 inches of runoff from _@11 impervious surface of the parcel because the project increases the imperviousness of the parcel by more than 50%. o Pretreatment of runoff must be provided for all filtration facilities. Pretreatment could include using sump manholes or SAFL baffles upstream of the StormTech chambers on the proposed storm sewer system. o The proposed design routes only the proposed impervious surface to the StormTech chambers for treatment. RPBCWD draft rules require that the project provide treatment for the entire parcel. To: Robert Generous, AICP, Senior Planner, City of Chanhassen From: Scoff Sobiech, PE Subject: village Shoppes of Chanhassen Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: August 5, 2014 Pape: 3 o The proposed project includes filtration of runoff but does not include any of the required runoff abstraction. o The applicant may request that the property be considered a restricted site due to underlying soil conditions, and request that the project be considered using one of the criteria in Rule 1, Section 3.3. To apply for restricted site consideration, the applicant must demonstrate that the abstraction standard cannot be met. However, Section 3.3 would still require abstraction to the maximum extent practicable. • Water Quality. Stormwater management features must provide an annual total phosphorus removal of at least 75% and an annual total suspended solids removal of at least 90% from all site runoff. o Calculations must be provided that verify that the proposed treatment system provides the required level of water quality treatment. No water quality computations were provided. • General Comments: o The invert of the StormTech system is listed as 944.5 in the water quality narrative, which is different than the cross -sections and other sections of the analysis. Review and revise for consistency between the plans and analysis. o Provide a plan view layout for the StormTech system and draintile configuration. This should include stone sewer inlet and outlet connections. o The provided Utility Plan has a discrepancy about the pipe size of the outlet from the StormTech system. Confirm the pipe dimension on the plans and update the modeling if necessary. o Verify that the proposed grading allows for adequate cover over the StormTech system to support traffic loading. o Verify that the catch basin in the parking lot has sufficient inlet capacity to convey the design storm into the treatment system and account for flows not captured by the catch basins (i.e. bypass flow) in discharge leaving the site. o All stormwater management structures and facilities must be designed for maintenance access and properly maintained in perpetuity. A maintenance and inspection plan must be provided. o Upon completion of site work, submit as -built drawings demonstrating that at the time of final stabilization, stormwater facilities conform to design specifications as approved by the District. To: Robert Generous, AICP, Senior Planner, City of Chanhassen From: Scott Sobiech, PE Subject Village Shoppes of Chanhassen Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: August 5, 2014 Summary Based on the information provided to date, the proposed design would not fully meet the RPBCWD draft rules once implemented. Depending on the timing of the project and the official implementation date of the draft rules, the project could be required to obtain Erosion and Sediment Control and Stormwater Management permits from RPBCWD. CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on August 7, 2014, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Village Shoppes of Chanhassen — Planning Case 2014-24 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. Kanal _ g*o' Subscribed and sworn to before me this 4 "`day of A :� 12014. Nota at IicNo Saxe= IrMa T. MEUWISSEN W camm Pu&ic-Minnesota uypi E'0' Jen 31. 2p75 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 19, 2014 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Subdivision to replat Villages on the Ponds 8M Addition, and Site Plan Review for a 13,100 square -foot retail Proposal: building with a Variance for signage on 1.45 acres of property zoned Planned Unit Development PUD Applicant: Solomon Real Estate Group Property 460 Lake Drive Location: (Lot 1, Block 1, Villages on the Ponds 8th Addition) A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens W 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen,mn.us/2014-24. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerous(c ci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Revlew Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any Interested party Is Invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a Contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included in the report to the City Council. If you wish to have Something to be Included In the report, lease contact the Planning Stall person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 19, 2014 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Subdivision to replat Villages on the Ponds 8" Addition, and Site Plan Review for a 13,100 square -foot retail Proposal: building with a Variance for signage on 1.45 acres of property zoned Planned Unit Development PUD Applicant: Solomon Real Estate Group Property 460 Lake Drive Location: (Lot 1, Block 1, Villages on the Ponds 8m Addition) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2014-24. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bcenerous(rDci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews. Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation, Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/Industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included in the report to the City Council. If you wish to have somethino to be Included In the report, please contact the Planning Staff person named on the notification. ALBERT R SINNEN AUSMAR DEVELOPMENT CO LLC CHCR LLC 8150 GRANDVIEW RD 5916 HANSEN RD PO BOX 1038 CHANHASSEN, MN 55317-9459 MINNEAPOLIS, MN 55436-2513 MASON CITY, IA 50402-1038 CHRISTOPH J LESER 8110 MARSH DR CHANHASSEN, MN 55317-9624 COMMUNITY BANK CORP 706 WALNUT ST N CHASKA, MN 55318-2265 NICHOLAS L & EMILY PRONGA 8120 MARSH DR CHANHASSEN, MN 55317-9624 PHM/CHANHASSEN INC 2845 HAMLINE AVE N ROSEVILLE, MN 55113-7127 THOMASJBEUTZ 8090 MARSH DR CHANHASSEN, MN 55317-8319 WHEATSTONE RESTAURANT GROUP 250 EAST LAKE DR CHANHASSEN, MN 55317-9364 CHURCH OF ST HUBERT 8201 MAIN ST CHANHASSEN, MN 55317-9647 GREGORY D & MARY A LARSEN 8151 GRANDVIEW RD CHANHASSEN, MN 55317-9460 NORTHCOTT COMPANY 250 EAST LAKE DR CHANHASSEN, MN 55317-9364 ROBERT J & LOIS A SAVARD 8080 MARSH DR CHANHASSEN, MN 55317-8319 TREVOR MAASSEN 8100 MARSH DR CHANHASSEN, MN 55317-9624 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 KINSALE OF CHANHASSEN LLC PO BOX 404 CHANHASSEN, MN 55317-0404 PAUL F & RITA A KLAUDA 8130 MARSH DR CHANHASSEN, MN 55317-9624 SILO BUILDING LLC 3561 44TH ST W MINNEAPOLIS, MN 55410-1359 VOP I LLC PO BOX 404 CHANHASSEN, MN 55317-0404 14-;)- f Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) CITY OF CHANHASSEN Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized CARVER & HENNEPIN agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- COUNTIES lager and has full knowledge of the facts herein stated as follows: NOTICE OF PUBLIC HEARING (A) These newspapers have complied with the requirements constituting qualification as a legal PLANNING CASE NO. 2014-24 newspaper, as provided by Minnesota Statute 331A.02, 33IA.07, and other applicable laws, as NOTICE IS HEREBY GIVEN amended. that the Chanhassen Planning u Commission will hold a public (B) The printed public notice that is attached to this Affidavit and identified as No. hearing on:0 Tuesday. August li, was published on the date or dates and in the newspaper stated in the attached Notice and said Chambers at err pin C the Council Notice is hereby incorporated as art of this Affidavit. Said notice was cut from the columns of Chambers in Chanhassen YP City Hall, 7700 Market Blvd. the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both The purpose of this hearing inclusive, and is hereby acknowledged as being the kind and size of type used in the composition is to consider a request for a and publication of the Notice: Subdivision to replat Villages on the Ponds Bth Addition, and abodefghijkhnnopgrstu ryz Site Plan Review for a 13,100 r square -foot retail building with u�1/( •, ""' a Variance for signage on 1.45 acres of property zoned Planned y: Unit Development (PUD) and Laurie A. Zann located on Lot 1, Block 1, Villages on the Ponds 8th Addition (460 Lake Drive). A plan showing the location Subscribed and sworn before me on of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us`� ` during regular or i City Hall this / da of 2014 during regular business hours. Y All interested persons are invited to attend this public hearing and express their opinions with J'(MME JEANNE17E BARK respect this proposal. (� NTAR M — IL NNESOTA Bob Generous, AICP, Senior Email: bganeroner Nto 111blie ,'.' N1",1'.IASS;CM SAES 01131!'6 ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, August 7, 2014: No. 4997) RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter..............................................$12.59 per column inch SCANNED )L+— D-+ Chanhassen City Council — September 8, 2014 Sam Chase: The big concern I had is last year I talked to, spoke twice or called twice. They said they would not use sand. Now maybe I was misinformed but they said clearly, our policy is to no longer use sand period. Mr. Burke said essentially the same thing earlier this week. He said we are not using sand. Mayor Furlong: And Mr. Burke is with the State? Paul Oehme: No he's the new Street Superintendent. Mayor Furlong: Oh okay, yep. Sam Chase: And he said we have it in stock. I said will you use it when you really need it and he wouldn't answer a clear, give me a clear answer. I'm not asking that you use it in blanket like the old days, but when I've been told by two people that you will not use it ever. In other words I said when it really gets serious will you bring it out? No answer. That's all I'm asking is that, because obviously I can't be at every intersection. I don't know what you're doing. Mayor Furlong: No and we're not expecting that. But Mr. Oehme. Sam Chase: If you're saying they're going to use it, that's all I'm asking but Charlie Burke said no we're not going to use it. Paul Oehme: And Charlie's a little new but he, we use it. We have used it and we will continue to use it when the situation is correct to use it. Sam Chase: That's all, and then I'll bring it to your attention. When I hit down Kerber and slides 8 car lengths hitting the stop sign. Almost hitting the stop sign it's like, that's a high stress area but okay, thank you very much. Mayor Furlong: Alright thank you Mr. Chase. Anyone else for visitor presentations this evening? Okay, thank you. REVIEW FOR A 13,654 SQUARE FOOT TWO-BUH.DING RETAIL CENTER ON 1.45 ACRES OF PROPERTY ZONED PLANNED UNIT DEVELOPMENT, LOCATED ON LOT 1. BLOCK 1, VILLAGES ON THE PONDS 8TM ADDITION. Kate Aanenson: Thank you Mayor, members of the City Council. This item did appear before the Planning Commission on August 19'" and they did recommend 7-0 to approve it with no significant issues. The subject site is located on 460 Lake Drive. Right now on that site is the, adjacent to this is the Community Bank. There are two actions being requested. One is the subdivision or replat of the Ponds 8' Addition and a site plan review for a one story, 13,654 square foot retail center. The subdivision in and of itself is pretty straight forward. There are no public improvements with this replatting. The bank itself as it went in originally had intended underground parking but that has been eliminated. The spot shown in red on the site is a buffer area that they are reserving in case they want to do an expansion so there's an easement so as a part of this there'll be a lot line adjustment. So they are entering into a site plan agreement and a resolution approving the plat because there are no public improvements, there won't be a development contract. The building itself as I mentioned is a little over 13,000 square feet. It meets the conditions of the PUD, Villages on the Ponds PUD. It has a parapet wall to screen the rooftop equipment. The materials on the building are dark brown brick. Decorative concrete masonry. Some cultured stone columns and then there's EIFS as an accent material along the top. As I showed this site SCANNED Chanhassen City Council — September 8, 2014 plan itself there's actually two buildings that are connected via a roof line so here there's a slight change in grade so the buildings will be separated with a pass through corridor as we have those opportunities to walk between buildings throughout this project so it meets the overall design standard that we had anticipated with the Villages on a walkable place. The floor plan as existed, it's a flexible site. Right now they're intending to put two restaurants in the building but then there's also retail space within there too. So all the parking that was approved with the project includes some on site. Some on Main Street. Some on Lake Drive and then some on the Pond Promenade and you can see then here, this is the pass way through the two buildings and it does meet all the standards again. So for the utility plan as I mentioned, sewer and water are available on site and it is private as are the streets in this area so it does meet all the conditions and availability of utilities. The landscaping plan is shown. They will have an outdoor seating area with one of the restaurants and that's accommodated in the back here so it's landscaped well with their parking and then also the streetscape along Lake Drive East and the Pond Promenade. So with that we are recommending approval for the site plan and the subdivision as stated in this report and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Any questions for staff? Ms. Aanenson there was a statement in the staff report, I think it's on page 4. I'm looking at my, with regard to the amount of construction materials, especially the EIFS. I think the original plan seemed to have more than what was allowable. Have those changes been made or? Kate Aanenson: Yes. There were a couple tweaks that we made yeah because it can only be used as an accent. Typically we like it in areas that are not high traffic areas so it doesn't get, has more durable if it's traditional stucco so that's been. Mayor Furlong: But the modifications requested when the staff, at the time the staff report was written have been made? Kate Aanenson: Correct. Yep, and then those changes will be made before we do the site plan agreement. Mayor Furlong: Okay, thank you. Councilwoman Tjornhom, I'm sorry. Councilwoman Tjomhom: Ms. Aanenson in that area there is, I think it's a private street. It's not cared for by the City I don't believe but there is that round paver section in that area. Can you speak a little bit about that and what the future is of that? Kate Aanenson: Sure. Sure. These are all private streets. We did meet with the Director or the Manager of the HOA, Vernelle Clayton who's also here tonight just to talk about maintenance of those streets and getting the final wear course on some of those. I think with the completion of this, we do have another application on a building that just came in Friday in this same area so to finish out the improvements that need to be made on those sites. The brick pavers were taken out and I don't believe they're going back in but you may want to ask Vernelle Clayton about those. Their long term goals. Again they're private streets and the reason they were put in as private streets was to allow at that time on street parking which typically isn't something that the City likes to do for plowing purposes so these streets are all plowed by the HOA. So again this is a different type of HOA. This is the one we have unique commercial type like this so they've chosen to remove some of those improvements to manage the streets where they've changed over time. Maybe had some wear and tear on them so they've improved them by just taking them out and just paving them over. M Chanhassen City Council — September 8, 2014 Councilwoman Tjornhom: At the time the development came in and those streets were designed, was that part of the development contract that they would be there? Was there a reason why they were constructed that way? Kate Aanenson: I think that just was kind of the aesthetic. I don't think that we've got it put in that they maintain the brick pavers. I think that was a look that we tried to have for the Villages concept. I think one of the concerns that we have, and we talked about this with HOA's in general to make sure that they've got a healthy HOA that they are managing the streets and the improvements that they have. Actually the City Engineer and myself met with Vernelle Clayton just to talk about that because, making sure that they're managing their sewer and water as the City Engineer does on our own improvement projects. Just like we do when we do our road improvement projects so we went through that and included in the packet was kind of the description of how they are intending to managing those and we believe that they're on a good course and I believe that Mr. Oehme that you also investigated some of the hydrants and, or checking on some of those things just to make sure that, do you want? Paul Oehme: Yeah we just inventoried all the utilities in the development too. Kate Aanenson: Yeah so we'rejust trying to get our arms around that to make sure that, as we move forward that this project stays healthy as do the people that are making an investment in there to make sure that it's, they also have a financial plan put in place to manage their private streets. Mayor Furlong: Other questions? Mr. Laufenburger. Councilman Laufenburger: Thank you. Kate, let's talk a little bit about parking. Kate Aanenson: Yes. Councilman Laufenburger: So based on the size of this two building retail center there's parking requirements correct? Kate Aanenson: That's correct. Councilman Laufenburger: And they meet those parking requirements correct? Kate Aanenson: Yes they do. Councilman Laufenburger: And do they use part of the street parking to meet those requirements? Kate Aanenson: Yes they do. Councilman Laufenburger: Okay. And they can do that because this is their own private street is that correct? Kate Aanenson: That's correct. Councilman Laufenburger. Okay, thank you. Kate Aanenson: That's correct. So we did calculate all those based on the uses they have. The two restaurant uses and that's what limits, that's the limiting factor on that and then there is cross access agreements between the properties out there. Chanhassen City Council — September 8, 2014 Councilman Laufenburger: Specifically the bank? Kate Aanenson: Yeah. And the surrounding property so as you get towards the Pond Promenade area there's quite a bit of parking up in that area. So you have uses that offset each other which was the intended there. This is kind of our approach to not over parking somebody but providing that opportunity when uses may be higher at one time for one user. Less at another so. Councilman Laufenburger: Just related to that, I know that the property immediately to the south of that is St. Hubert's and the Foss Swim School so, do we know parking patterns for example on Sunday? Days of mass. Do St. Hubert people park into the street which would be directly to the west of the new development? Do you have any idea on that? Kate Aanenson: I know they maximize their parking lot. Laurie Hokkanen: Typically not. Councilman Laufenburger: Typically not. So the parking that they have at St. Hubert's satisfies that? Okay. Kate Aanenson: Yeah and just to be clear too, they do have an opportunity to, there's another building that could be built on St. Hubert's. I'm not sure that's ever going to go forward but there is another building that could go on St. Hubert's which would push some of that parking around. Mayor Furlong: When you say St. Hubert's, isn't it the green area right there below this? To the right. Kate Aanenson: Yes, correct. Mayor Furlong: That area right there. Councilman Laufenburger: Right there. Kate Aanenson: That green area, yep. So I'm not sure that would ever go forward but because that right now allows them an additional parking that they wouldn't have to cross the street because there's adequate parking there. Mayor Furlong: Though I guess it's been my experience that people attending mass at St. Hubert's do park on the street as well. Kate Aanenson: That's my observation too. Mayor Furlong: And some of them will also park, you can see the lot to the east of this blue line behind the bank there. People will also park in that one as well. Councilman Laufenburger: Sure, and my guess is once the retail establishments are in place, if they're open on Sunday, people may park there and then go directly from mass to one of those eating establishments probably. Kate Aanenson: Exactly, yep. Councilman Laufenburger: Okay 8 Chanhassen City Council — September 8, 2014 Mayor Furlong: Any other questions for staff at this time? Representatives from the applicant are here. Good evening. If you'd like to address the council. Steve Johnson: Mr. Mayor, council members, good evening. My name is Steve Johnson. I'm with Solomon Real Estate. I'm a partner with Solomon Real Estate Group. I live at 1508 Welland Avenue in Minnetonka. I'm here, I'll address any questions specifically that you have. Staff has done a wonderful job of preparing the report and addressing all the issues. Have been working with staff on some of the things that you said and we've corrected all of those. In the process of having those drawings done and at the time of building permit everything will be up to code and agreement so. Mayor Furlong: Perfect. Okay, great. Thank you. Any questions that we want to ask of the applicant or Councilwoman Tjornhom, maybe this is beyond the Solomon Group but I ]mow Ms. Clayton is here. You were asking about the roads too and such like that. But any questions specific on the project here? Councilwoman Tjomhom: No. You know once again I, it's really good to see that people are investing back into our town and you know I think this council takes it very seriously that we take pride in our downtown and we want to do what we can to cooperate with people coming in because we love our downtown and so this looks like a great project. Steve Johnson: We're excited. It's taken a long time to get it to this point. Councilwoman Tjomhom: Yeah. Steve Johnson: But I think we're finally there. Councilwoman Tjomhom: I think we're going to probably all miss those... locations but no, it looks like a great project. Steve Johnson: Well thank you. Mayor Furlong: Thank you Mr. Johnson. Steve Johnson: Thank you. Mayor Furlong: Ms. Clayton, anything from your standpoint? Vemelle Clayton: Well I canjust seize the moment. You know another opportunity to talk to you all. I thought maybe I could clarify a little bit more about the, I'm Vemelle Clayton. I live at 422 Santa Fe Circle sir and if I may address you all. Mayor Furlong: Please. V ernelle Clayton: There were 3 intersections that we were concerned about. One is not technically an intersection. We call it church circle and that was a source of complaints and concern because it needed a second lift. It has it now so it looks really nice. Another one was the very north end of Main Street. That's the one where we took out the pavers. This is the second time we've dealt with it with intermittent replacement. Something about the soil there or the slope or something that things just deteriorated and popped out. We're saving as many as we can because we really want to keep the main intersection of Lake and Main with pavers if we possibly can so we're going to continue to try to keep that for the overall look of the Village. There's another one though that has pavers and that's over by Americhm. We're trying to figure out exactly who owns what there and we'll have that figured out by the time the Chanhassen City Council — September 8, 2014 next project comes through and then that will be shared at 50 percent with Northcott and the other 50 percent probably with the Association and we'll get that done somehow. We haven't got a specific plan. So that's, those are the four areas so did that help at all? Mayor Furlong: I think it does. Vemelle Clayton: Okay. Mayor Furlong: With regard to the street that runs from the intersection that was just replaced and I'm song I don't know the names of the streets. It runs along Houlihan's there. Vemelle Clayton: That's Pond Promenade. Mayor Furlong: Pond Promenade, thank you. Is that going to receive the bituminous course and wear courses as part of this development or when do you anticipate that would be? Vemelle Clayton: That would be part of the next development and that is technically not a street yet. It's really just a drive aisle. The original owner of that land, when Houlihan's and the Americhm were developed said no, we don't want to dedicate it to a street yet. We want to keep owning it so we can control exactly where it will go and once Northcott's land is developed so when they do that they're going to be dedicating, you're going to be seeing a replat and you'll be seeing an outlot that will be the street which is now, which we call a street. Pond Promenade. Mayor Furlong: Okay. Vemelle Clayton: So that will be done at that time. Mayor Furlong: With the next project that is coming through? Vemelle Clayton: Yep. Kate Aanenson: If I may, it's hard to see on here but it's right immediately to the west so it'd be this project. This piece is coming in and this is the area. Mayor Furlong: That's the one I'm referring to, yes. Kate Aanenson: Yeah, there's a little discrepancy here of where that lot line falls and it should fall on. Vemelle Clayton: Yeah. Mayor Furlong: I know there's gravel parking and stuff and people use it. Kate Aanenson: Yeah, right. Vemelle Clayton: It's bad, right. Kate Aanenson: Right, and that's what's going to solve with the next project. Vemelle Clayton: Yeah, the next project will be, it will be L shaped and the park actually going east from the north end is an outlot so that's already a street outlot. 10 Chanhassen City Council — September 8, 2014 Mayor Furlong: Okay. Vernelle Clayton: Alright, thank you Mayor Furlong: That's helpful, thank you. Any follow up questions for staff or anything else that people have questions about? If not there was a public hearing at the Planning Commission and so I don't know that we certainly don't need a public hearing. I don't see anybody here that might want to comment. Kate Aanenson: Correct, you do not need it. Mayor Furlong: We're always open to comment. With that let's bring it to council then and thoughts and comments. Councilwoman Tjornhom, I'll pick up on your comments before about the quality of the development. It's nice to see investment. Councilwoman Tjornhom: And I think I hear, I heard something that we haven't heard that we always want to hear is that two new restaurants are coming to town. Mayor Furlong: I was going to say, yes. Councilwoman Tjornhom: You know that always gets the council, or my attention at least because you know we all want to stay here and take our families out to dinner here so yeah, I think it's a good addition SO. Mayor Furlong: Thank you. Other comments? Thoughts or comments. No, I will just concur. It's always nice to see people looking to not only invest in the real property development but also businesses looking to locate here too and so we're very happy to see that and I would concur that restaurants are always wanted on the top of the list as we hear from residents of what they're looking for so. We look forward to seeing this project go up and the businesses open and everyone being successful with it. With that, if there are no more comments, would somebody like to make a motion? Councilwoman Ernst: Mr. Mayor, I'll make a motion Mayor Furlong: Sure, Councilwoman Ernst. Councilwoman Ernst: I make a motion that City Council approve the resolution approving the preliminary and final plat for Villages on the Pond 10' Addition and site plan review for a one story, two building 13,654 square foot retail center subject to the conditions of the staff report and adoption of the Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman Laufenburger. Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. Resolution #2014-59A: Councilwoman Ernst moved, Councilman Laufenburger seconded that the Chanhassen City Council approve the subdivision re -platting Villages on the Ponds 81h Addition; and Site Plan Review for a one-story, two -building, 13,654 square -foot retail center subject to the following conditions and adoption of the Findings of Fact and Recommendation: 11 Chanhassen City Council — September 8, 2014 Subdivision 1. Before the final plat is recorded the $45 GIS fee must be paid. Site Plan Building 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures Engineering 1. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. 2. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. 3. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. 4. The developer shall work with the small utility companies to ensure that any conflicts are resolved. 5. The grading plan must be revised to include proposed spot elevations on the patio on the northeast comer of the building on Lot 1 and the green area on the west side of Lot 2. Fire Marshal 1. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. 12 Chanhassen City Council — September 8, 2014 2. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. 3. A three-foot clear space must be maintained around fire hydrants. Planninc 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. 3. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. 4. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. 5. Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. 6. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. 7. Additional benches should be provided as well as a bike rack. 8. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources 1. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. 2. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible party, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. 3. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. 4. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. 13 Chanhassen City Council — September 8, 2014 5. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. 6. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 2015 BUDGET: RESOLUTION APPROVING/CERTIFYING THE MAXIMUM PRELIMINARY LEVY TO CARVER COUNTY AUDITOR. Greg Sticha: Good evening Mayor. Mayor Furlong: I noticed the City Engineer quickly moved away from the desk so you're on your own. They're behind you but way behind you. Greg Sticha: I see that. Good evening Mayor and City Council members. As you said this evening the City Council is going to be asked to pass a preliminary levy for taxes payable in 2015. This preliminary levy will be used to send out the Truth in Taxation statements that residents will be receiving in mid - November from the County. First I'm going to kind of give the residents at home kind of a little perspective of where we've been and where we're heading here with the rest of the budget calendar the rest of the year here. This evening we'll be setting a preliminary levy. Prior to this evening however residents should be aware the City Council had a number of work session meetings to discuss budget items including a detailed rundown of general fund budgeted expenditures as well as looking at all the City's levies and various financial, long tern financial planning documents that the City reviews on an annual basis. Those meetings took place in July and August. On October 13' the City Council will be reviewing the Enterprise and Special Revenue Fund budgets and also looking at the 2015 to 2019 CIP, along with getting an update on a review of the third quarter 2014 revenue and expense data. In November we will begin working on discussing with the City Council the utility rate studies and setting the utility rates for 2015 with Ehlers and Associates. The second meeting in November we will pick up any items that remain on the budget, the CIP or utility rate discussion. December 1" is when the City is slated to have the public budget meeting or formerly known as the Truth in Taxation hearing meeting. And on December 81 City Council will set a final 2015 tax levy budget, adopt a 2015 to 2019 CIP and set the utility rates for 2015 as well as adjust any other fees or fee schedules in our fee ordinance. Second it takes us where we've been and where we're going. What have the data and the information been presented so far to council is on this slide. We used a 3 percent wage increase for employees in 2015. We are currently budgeting for a 15 percent increase in health care costs, however our bids for the health care contract for next year have not come in and we probably won't be receiving those until a little later in September, as Ms. Hokkanen had pointed out in our work session earlier this evening. New construction in the city of Chanhassen for 2015 estimated by the Carver County Assessor's Office is 1.76 percent. This equates to about $181,000 in new tax growth, if you want to call it that for 2015. We left the building permit revenue the same as the 2014 budget, as we had done for the previous year's budget consistent with council's objective of maintaining that line item at an amount where we're not caught by a change in market conditions relating to building like we were in 2008 and 2009. Under this budget scenario and levy all, under all the scenarios city service levels will remain the same whether it's scenario 1, 2 or 3. Scenario 1 would be a total levy of $10,556,021. That's a $220,000 increase as compared to the final 2014 levy or a 2.15 percent increase. Again there's no impact to service levels with this particular scenario. The impact to a resident on their property tax bill would be about a $3 to $4 dollar increase. Again all of these scenarios, for those listening at home would be based on the average home in Chanhassen having an increase in their market value by the average which for Chanhassen for 2000, tax 14 CHANHASSEN PLANNING COMMISSION REGULAR MEETING AUGUST 19, 2014 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Lisa Hokkanen, Kim Tennyson, Maryam Yusuf, Steve Weick and Dan Campion STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; Alyson Fauske, Assistant City Engineer; Krista Spreiter, Natural Resources Technician; and Drew Ingvalson, Planning Intern PUBLIC PRESENT: Gary Disch Chris & Barb King 1401 Park Road 960 Carver Beach Road PUBLIC HEARING: VILLAGE SHOPPES OF CHANHASSEN460 LAKE DRIVE: REOUEST FOR A SUBDIVISION TO REPLAT VILLAGES ON THE PONDS 8TH ADDITION, AND SITE PLAN REVIEW FOR A 13,100 SQUARE -FOOT RETAIL BUILDING WITH A VARIANCE FOR SIGNAGE ON 1.45 ACRES OF PROPERTY ZONED PLANNED Generous: Thank you Chairman Aller, commissioners. The item before you, Planning Case 2014-24 is Village Shoppes of Chanhassen. There's a two part review. The first part is a subdivision request. They're replatting the 8'h Addition into the 10'h Addition. They're just shifting lot lines within the development so not a whole lot as part of the subdivision. The second part is, they're proposing to do site plan review for approximately 13,500 square foot building. Or two buildings on the property. The location is 460 Lake Drive. It's the northeast corner of Main Street and Lake Drive in Village on the Ponds. It's just to the west of the Community Bank building so if anyone's familiar with that area. Again they're replatting Villages on the Ponds 8'h Addition and they're going to call this the 10'h Addition. They're just adding a little bit of lot area to Lot 2 of the 8'h Addition so, and the site plan review is for one story, two buildings, 13,654 square foot retail center. I've tried to highlight the area that's highlighted in red or pink is the area that's being transferred from one lot to the other and becoming part of the bank building site. It's part of their agreement to eliminate the underground parking requirement. One of the conditions of approval was that we get verification that that had taken place. That the bank no longer is interested in that and I did receive that this week so we have one condition that's already been completed. The subdivision, there are no public improvements. We will approve this through a resolution process and then they would just pay their standard utility connection charges when they go to the building permit process and then they pay the GIS fees with the plat. The site plan review, again it's a two building structure. It's hard to tell on this but it actually between the two buildings there's a break in elevation so the southerly building or the building that's on the right on the picture is a little bit lower than the building on the left. They both are multi -tenant buildings. Materials are SCANNED 0 Chanhassen Planning Commission — August 19, 2014 i� brick faced block. Concrete masonry units. Some cultured stone materials and then I have the board I'll put up after I get to the material board on here. It's sort of nice, they labeled all these if you can pan out on that. The cultured stone on the back. So we have all the metal materials. They have a brown roof. Standing seam roof material that they're using. Dark sconces. Metal trim at the parapet edges and then around the window shade would be silver color. This lighter colored building is below the windows. These decorative ...units are on the side and then they have brick material. Finally they have EIFS. As part of our review the City Code permits only 15% EIFS as an accent material and they're slightly higher. We are working with the developer to come up with some alterations in the elevations to get it down to 15%. They can, there's a lot of different things they can do to make it compliant with ordinance and not a whole lot of change will be visible. You know it's hard for people to tell 28% from 15% unless you're looking at a plan set so. Again these could be multi -tenant units. I'll have the developer go over what they're proposing to put in here but on the north end there is a restaurant site and then they have multi -tenants throughout the two buildings. The majority of the parking is to the east of the site. They access off of Lake Drive East. It's a joint access with the bank building. That's their only driveway in there and then there's a little one farther to the east, closer to the Lakewinds development so there's a little circulation. This plan shows the trash enclosure immediately as you come in. We've requested that they flip that and turn it on the north side of that parking area. They actually have shown me plans where they can do that and so we'll see that back of that enclosure there and they're looking at a roof on their trash enclosure. The one thing is they need to widen that landscape island. It has to be the interior dimension must be 10 feet for landscaping and so we looked at some of the designs that will make that work for them and it will be revisioned before they come in for their building permit. Utility services. Sewer and water are available to the site. This is all served by a stormwater system. They are providing a stormwater connection through their parking lot and for their roof into the stormwater systems so. Landscaping, they're providing that. It should look down in the southeast corner of the building they've added a patio area for a restaurant. We probably are looking at some revisions for pedestrian access to go around the outside of that so that it can be an enclosed area. If a restaurant comes in with a liquor license, then they can have their fencing up and comply with city ordinance. We believe the proposed development complies with city ordinance and so we are recommending approval of the, both the subdivision and the site plan review subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendations. With that I'd be happy to answer any questions. Aller: How are we doing on traffic with the one entrance? Is there a proposed impact or has that been looked at? Generous: Only originally we looked at it. We don't anticipate that it will be an issue. There could be peak times but. Aller: And then stormwater drainage with the hard coverage. Does it meet the hard cover requirements? Generous: Well the hard cover, within Villages on the Ponds they averaged it over the entire development. In totality they're probably, if they did the rest of the interior of the project completely hard cover they'd still be only at about 50% so. Aller: Okay and we allow with PUD's 70%. f t Chanhassen Planning Commission — August 19, 2014 Generous: Well no, they can go higher. In this instance it's up to 90% on their specific site. Aller: Okay, so they're well under it. Generous: But the overall PUD it's about 50%. Aller: Anyone else? Questions? Undestad: Yeah, just a quick question. The land that went over to Community Bank, was that just to keep the green areas together on there or what was that going on there, do we know? Generous: It's, well potentially the bank would like in the future to expand and that would be an expansion area for them, and also they're losing the access to their underground parking so as part of their agreement with VOP. Undestad: Okay. Aller: Any other questions at this point? Campion: There are some comments about minor alterations for flood protection. Do we know what those are? Fauske: Chairman Aller, if I may answer that question. Aller: Please. Fauske: On page 8 of the staff report under the stormwater management section, as Bob indicated that there's certain regulations requiring the PUD as a whole as far as impervious surface coverage. Since the PUD was originally approved there have been some additional requirements set forth through the State and the PCA and their permitting process so we worked with applicants in order to try to provide some rate control, meaning that even though you'll have the same volume of water leaving the site as currently, if not more, you try to at least dissipate that drainage off the site so it slowly leaves the site. So the applicant has submitted some calculations and through staff's review there are a couple of items that came through as some questions in how they ran their model being with the type of soils and it's simply a matter of getting that, that information ironed out and making sure that they have, as indicated in the staff report, they have an underground filtration system to provide some stormwater treatment and rate control. Aller: Does that answer your question commissioner? Campion: Yes it does. Aller: Thank you. Any other additional? Okay. Would the applicant like to step forward and make a presentation at this time or answer any questions? Give us some information. You can step forward and state your name and address and who you represent. 1 Chanhassen Planning Commission —August 19, 2014 01 Steve Johnson: Good evening. My name is Steve Johnson. I'm a partner with Solomon Real Estate Group. Address is 1508 Welland Avenue, Minnetonka. Aller: Welcome Mr. Johnson. Steve Johnson: Thank you. Good evening guys. Want to thank you very much for seeing us. This project has been in the works for quite some time with our group and we're happy to see that it's finally coming to fruition. As Bob had indicated, and we've been working with Bob and Kate to comply with city codes and do that and that's in the works. I apologize we don't have those drawings available today. This has been kind of an ebb and flow process up til the last minute here and we are in the process right now of having a redesign on the, to get to the 70% slope roof requirement as well as the 15% EIFS requirement and then as the landscaping plans evolve here too, we'll work with staff and design that so everything is appropriate. Aller: Great, thank you. Questions. Comments. Great, thank you. Steve Johnson: Thank you. Aller: Okay at this time we're going to open the public hearing. Does anyone wish to come forward to speak either for or against the item before us? Seeing no one come forward I'm going to go ahead and close the public hearing. Open it up for discussion from the commissioners. Comments. Discussion. Once again it's a very good report. Very complete. Answered a lot of the questions so we didn't have any so thank you Bob. And for those of you at home or in the audience, these reports can be found on the Chanhassen website under the Minutes and reports in the planning section so feel free to go ahead and take a look at those either before or after these meetings. I'll entertain a motion if there's no other. Undestad: I'll make a motion. Chanhassen Planning Commission recommends the City Council approve the subdivision replatting Villages on the Ponds P Addition and site plan review for a one story, two building, 13,654 square foot retail center subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Campion: Second. Aller: I have a motion and a second. Any further discussion? Questions, comments. Undestad moved, Campion seconded that the Chanhassen Planning Commission recommends that the City Council approve the subdivision re -platting Villages on the Ponds 81h Addition; and Site Plan Review for a one-story, two -building, 13,654 square -foot retail center subject to the following conditions and adoption of the Findings of Fact and Recommendation: Subdivision 1. Before the final plat is recorded the $45 GIS fee must be paid. 4 r Chanhassen Planning Commission — August 19, 2014 Site Plan Buildine 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures Engineering 1. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. 2. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. 3. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. 4. The developer shall work with the small utility companies to ensure that any conflicts are resolved. 5. The grading plan must be revised to include proposed spot elevations on the patio on the northeast corner of the building on Lot 1 and the green area on the west side of Lot 2. Fire Marshal 1. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. Chanhassen Planning Commission —August 19, 2014 2. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. 3. A three-foot clear space must be maintained around fire hydrants. Planning 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. 3. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. 4. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. 5. Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. 6. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. 7. Additional benches should be provided as well as a bike rack. 8. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources 1. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. 2. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible party, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. 3. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. 4. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. r i Chanhassen Planning Commission — August 19, 2014 5. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. 6. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC HEARING: LAKE MINNEWASHTA REGIONAL PARK: REOUEST FOR A WETLAND ALTERATION PERMIT IN CONJUNCTION WITH THE LAKE MINNEWASHTA REGIONAL PARK IMPROVEMENT PROJECT ON 10.37 ACRES OF PROPERTY ZONED RURAL RESIDENTIAL (RR) AND LOCATED AT 6900 HAZELTINE BOULEVARD. APPLICANVOWNER: CARVER COUNTY, PLANNING CASE 2014- 23. Spreiter: Good evening Chairman Aller and commissioners. As stated the Carver County Parks Department has submitted an application for the proposed Lake Minnewashta Regional Park Improvements Project Wetland Alteration Permit. I'll be giving a short overview of the project tonight and then we'll go over the proposed impacts and the associated requirements set forth by the Minnesota Wetland Conservation Act and the City's Wetland Alteration Permit and Conditional Use criteria. The project is located entirely within Lake Minnewashta Regional Park located in Chanhassen. The project includes paving the current gravel surface access roads within the park. Expanding one of the existing boat launches and constructing a bypass lane and turn around at the park entrance. The park is currently experiencing unsafe conditions and erosion due to the park's gravel surface access roads. The park also occasionally experiences back up's onto Highway 41 at the park entrance creating unsafe conditions for motorists and users. The goal of the project is to improve safety and accessibility for users as well as to decrease the erosion that is being caused by runoff from the existing gravel roadway surface. The project is expected to begin in September of 2014 with substantial completion by October of 2015. Wetland impacts are proposed for Wetlands G and H shown in orange to accommodate the improvements and expansion of the existing boat launch and resulting trail realignment. Wetland G would be eliminated with the current proposal as it lies entirely within the proposed boat launch area. Proposed wetland impacts to both wetland basins total five hundredths of an acre or approximately 2,000 square feet. Wetland G is located within the proposed boat launch and just south and east of the existing boat launch. It is classified as a type 2 fresh wet meadow wetland and has not been classified under the City's classification system. Wetland H is located just south of the existing boat launch area and is also classified as a type 2 wetland. It is not currently classified under the City's classification system. As previously stated Wetland G would be eliminated as part of the proposed project. The current trail alignment intersects Wetland H and as part of the proposed project this portion of the trail would be removed and the area would be restored to wetland. The trail would be realigned to skirt the southern edge of this wetland resulting in 1,212 square feet of impact. The applicant is not seeking credit for the restored area but would like this effort to be recognized as a minimization measure. The applicant has chosen to meet the watershed district's Wetland Protection Rule. This rule requires that a buffer be provided for all wetlands adjacent to the project area for that part of the wetland edge that is down -gradient from the project. The District's rule is more stringent than the City's Wetland Protection Ordinance which resulted in buffer creation for 5 wetlands. This table looks 14 —J-J). W Westwood TRANSMITTAL Date: Re: October 21, 2014 Villages on the Ponds loth Addition File R0000220.00 To: Robert Generous City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 From: Mark Salo Items: No. Description 2 full size plat mylars 1 1 "=200' mylar of plat 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 888-937-5150 w .vvestwoodps.com Purpose: For your information Remarks: Bob Please remind the person notarizing the signatures that we do NOT stamp the mylars. That person should sign the top line and then print his/her name on the line below. I am also including a Sharpie pen that should be used for all of the signatures. Mark Delivery: Mail cc: File SCANNED Land and Energy DEVELOPMENT CONSULTANTS '.;. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ w y� i m e ----- �T lgwm�. • as+uWL•-rr • esx�vszsa F]YS1�18i691W11Ek-=a—c-_—�a:eca _.__� v":z'v-x.r a. IC.SICSIfGO v. .� �. 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. 10/24/14 2014-24 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 2 Villages on the Ponds 101h Addition Plat M lars 1 9/8/14 Certified Resolution 2014-59A 1 9/8/14 Site Plan Agreement - The Village Sho pes of Chanhassen 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 The title company would like to pick up and record these documents. Contact Ashley M. Kemplin-Gamm at Commercial Partners Title, LLC at 612-337-2481 as soon as you have finished your review. Just a reminder, Bob Generous previously emailed the title work to you. COPY TO: Commercial Partners Title, LLC Steve Johnson, Chanhassen Retail, LLC 227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2014-59A, "A Resolution Approving Preliminary and Final Plat for Lots 1 and 2, Block 1, Villages on the Ponds Tenth Addition" dated September 8, 2014 with the original copy on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 23rd day of October, 2014. KareWJ. Eng tol Dep4 Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: _ September 8, 2014 RESOLUTION NO: 2014-59A MOTION BY: Ernst SECONDED BY: Laufenburger A RESOLUTION APPROVING PRELIMINARY AND FINAL PLAT FOR LOTS 1 AND 2, BLOCK 1, VILLAGES ON THE PONDS TENTH ADDITION WHEREAS, Solomon Real Estate Group and VOP I, LLC have requested preliminary and final plat approval creating two lots of 20,142 square feet and 61,057 square feet, Lots 1 and 2, Block 1, Villages on the Ponds Tenth Addition, respectively; and WHEREAS, the property was previously subdivided in October 28, 2002 as Lots 1 and 2, Block 1, Villages on the Ponds 8a' Addition; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the proposed subdivision is consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Villages on the Ponds Tenth Addition subject to the following condition: 1. Before the final plat is recorded the $45 GIS fee must be paid. Passed and adopted by the Chanhassen City Council this 8"' day September of 2014. 7: t - LL d Gerhardt, City Manager YES NO Furlong None Ernst Laufenburger McDonald Tjornhom Tom Furlong, Mayor ABSENT None CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2014-24 THE VH,LAGE SHOPPES OF CHANHASSEN SPECIAL PROVISIONS AGREEMENT dated September 8, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Chanhassen Retail, LLC, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a one-story, two -building, 13,654 square -foot retail center (referred to in this Agreement as the "project"). The land is legally described as Lot 2, Block 1, Villages on the Ponds Tenth Addition, Carver County, Minnesota 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement 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 Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan B: Grading, Drainage and Erosion Control Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan C: Landscaping Plan prepared by Westwood Professional Services, Inc., dated 08/04/14. Plan D: Utility Plan prepared by Westwood Professional Services, Inc., dated 07/24/14. Plan E: Photometric Plan prepared by On -Site Lighting & Survey, LLC dated 07/22/2014. Plan F: Preliminary Building Elevations prepared by AMCON dated July 18, 2014. Plan G: Floor Plan prepared by AMCON dated July 18, 2014. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $126,500.00 for boulevard restoration, erosion control, landscaping and utility installation. If the Developer initiates but does not complete the site improvements guaranteed by this security, then the city shall use the security to complete the improvement or restore the site to pre -development condition. If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the city shall retain the letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Steve Johnson Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a one-story, two - building, 13,654 square -foot retail center subject to the following conditions: Buildine a. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. b. The building(s) are required to have automatic fire extinguishing systems. Water supply for the fire suppression system must comply with NFPA 13 (specifically, see restriction/requirements for pipes under buildings). c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Structure proximity to property lines and other buildings will have an impact on the code requirements for the proposed buildings, including but not limited to, allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. e. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss building proximity issues as well as plan review and permit procedures Engineering a. The applicant must obtain the necessary agreement for the shared access between Lots 1 and 2, Block 1, Villages on the Pond Tenth Addition. b. Some of the sidewalk adjacent to the site is damaged and shall be replaced with the site improvements. c. The proposed 8" ductile iron watermain on the east side of the building shall be privately owned and maintained. d. The developer shall work with the small utility companies to ensure that any conflicts are resolved. e. The grading plan must be revised to include proposed spot elevations on the patio on the northeast corner of the building on Lot 1 and the green area on the west side of Lot 2. Fire Marshal a. "No Parking Fire Lane" signs and yellow painted curb will be required. The builder shall contact the Chanhassen Fire Marshal for specific areas. b. There are specific codes relating to the installation of underground water mains under buildings. The builder will need to submit specific plans to the Chanhassen Building Department and Fire Department for review and approval. c. A three-foot clear space must be maintained around fire hydrants. Planning a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The developer shall provide the city with an acknowledgement from Community Bank waiving their right to access for their underground garage area. c. The material for the trash enclosure should reflect the building design and building materials. The trash enclosure shall be shifted to the north with the gates facing north. d. The building elevation must be revised to reduce the amount of E.I.F.S. to 15 percent. e. Sloped roof elements shall be a minimum 70 percent of roof area. Revise the building elevations to incorporate additional sloped roof features. f. The developer should verify the placement of the light poles along Main Street to allow pedestrian passage. g. Additional benches should be provided as well as a bike rack. h. The applicant shall revise the landscape plan to show the treed parking lot island with a minimum inner width of 10 feet. Water Resources a. Prior to issuing a building permit, the hydrologic model shall be amended to include hydrologic soils group B unless adequate evidence can be provided showing that the USDA soil survey information is incorrect. b. An operations and maintenance manual, stating anticipated inspections and maintenance and including the responsible parry, the schedule of these activities and the methodology of reporting to the city, shall be prepared and submitted to the city for review and approval prior to issuing a building permit. c. The applicant shall discuss potential opportunities for infiltration or volume reduction and incorporate where practicable to do so or provide reasons deemed satisfactory to city staff why these practices are not being proposed. d. A detail sheet showing all proposed erosion prevention and sediment control best management practices shall be included with the final plan set. e. Inlet protection on all existing catch basins downstream of the disturbance area and adjacent to traffic routing. This includes the catch basin which the system is intended to tie into as well as the four (4) catch basins near the entrance. f. All turf areas shall have a minimum of 6 inches of topsoil placed prior to seeding or sodding. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASSEN BY: 1.....ws ` Thomas A. Furlong, Mayor Manager STATE OF MJNNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this oW day of (a . 4"c-1 , 2014, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. KAREN J. ENGELHARDT Notary Public -Minnesota My Canmlmlon Expires Jan 31, 2015 STATE OF MINNESOTA ) ( S. COUNTY OF DaZO MIFF) CHANHASSEN RETAIL, LLC BY: _tom , .. �t• Its The foregoing instrument was acknowledged before me this / ?day ofll�n 1_ 2014,bySArCUE the Ui6_L%A- of Chanhassen Retail, LLC. R R ;e TAWNYA L. RIGGS .. NOTARY PUBIJC - MMESOTA�— ` My Commission Expires N TARY PUBL-1( January 31, 2018 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 C Mbacsen, MN 55317 (952) 227-1100 CITY OF CHANHASSEN SII'E PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract F. Occunarrcy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordin¢ This Agreement shall nut with the land and maybe 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 constriction 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. ations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 8 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT COMMUNITY BANK CORPORATION, a Minnesota banking corporation, 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 October, 2014. COMMUNITY BANK CORPORATION, a Minnesota banking corp7t,'Qn'/ Its: —sr '/ 6 STATE OF MINNESOTA COUNTY OF °Caf-yer The foregoing instrument was acknowledged before me this ILIA' day of October, 2014, by C-'ee� , as Pre-, I r E O of Community Bank Corporation, a Minnesota banking corporation. PAMELA LYNN KPA9&M MY F�p nYs,Imn31, 7DtS p �/ Gi,...e�LL ..L/N—� �•f'�YL_/ Notary Public RESOLUTION AGREEMENT THIS RESOLUTION AGREEMENT ("Agreement") is made and entered into on this 1241, day of To rk e 2013 ("Effective Date"), by and between VOP I, LLC, a Minnesota limited liability company ("VOP"), Peregrine Corporation, a Minnesota corporation ("Peregrine"), Community Bank Corporation, a Minnesota banklinsurance corporation ("Community Bank") and Solomon Real Estate Group, Inc., a Minnesota corporation, or its assigns ("Solomon"). RECITALS WHEREAS, VOP entered into a Purchase Agreement dated June 11, 2002, as amended with Peregrine (collectively, the "Peregrine Agreement") for property legally described as Lot 2, Block 1, Village on the Ponds 8" Addition, Carver County ("Lot 2"); WHEREAS, pursuant to the terms of the Peregrine Agreement, including Article 6 therein, VOP was obligated to either construct and complete certain Seller's Parking Improvements (as defined in the Peregrine Agreement) and grant to Peregrine an easement over property adjacent to Lot 2 (including Lot 1 (as defined herein)) for access to said Parking Improvements or to grant Peregrine a surface parking easement over the property until such improvements were completed (collectively, the "Peregrine Parking Obligations"); WHEREAS, VOP and Peregrine have agreed to enter into this Agreement to set forth the terms and conditions of which VOP has agreed to subdivide Lot 1 to expand Lot 2, at no cost to Community Bank, in return for a release from the Peregrine Parking Obligations; WHEREAS, Peregrine conveyed Lot 2 to Community Bank, and Community Bank is the successor in interest to Peregrine; WHEREAS, VOP and Solomon entered into that certain Purchase Agreement dated March 4, 2013, as amended ("Purchase Agreement") for the sale and purchase of real property located in the City of Chanhassen, Carver County, Minnesota, which contains approximately 1.45 acres of vacant land and is legally described as Lot 1, Block 1, Villages on the Ponds 8`" Addition, Carver County ("Lot 1"); WHEREAS, Lot 1 and Lot 2 are adjacent to one another; WHEREAS, Solomon has agreed to enter into this Agreement to consent to the Administrative Subdivision (as defined herein) and to agree that Lot 1 will be encumbered by a restrictive covenant, restricting Lot 1 from being possessed or operated for uses that directly compete with Peregrine's operation of its bank on Lot 2, as specifically set forth herein. NOW, THEREFORE, the parties agree as follows: 1. Satisfaction of Peregrine's Parking Obligations. In return for Peregrine's release of any rights, claims or interest with respect to Peregrine's Parking Obligations as set forth in the Peregrine Agreement, VOP agrees, at its sole cost and expense, to submit the requisite administrative subdivision documents to the City of Chanhassen ("City") which will result in an increase in size of Lot 2, and a decrease in size of Lot 1, as generally identified on Exhibit A attached hereto ("Administrative Subdivision"). VOP will proceed with the Administrative Subdivision as follows: VOP has engaged Westwood Professional Services, Inc. and Jack Amdahl Architects, LLC, as the engineer and architect, respectively, to prepare the necessary documents for the Administrative Subdivision. VOP, with Solomon's assistance, will work with the engineer and architect to prepare a preliminary Administrative Subdivision submittal including the parameters of the new lot lines. b. VOP will deliver the proposed preliminary Administrative Subdivision to Peregrine, Community Bank and Solomon for their separate review and comment. c. Within seven (7) days of receipt of the preliminary Administrative Subdivision, Solomon, Community Bank and Peregrine will separately either consent to the Administrative Subdivision, or provide written changes, if made, will result in Solomon, Community Bank and Peregrine's separate consent. d. Upon all parties' agreement of the Administrative Subdivision, and any other applications or other required documents will be submitted to the City for approval. VOP with Solomon's assistance will diligently proceed to obtain all requisite approvals for the Administrative Subdivision. e. Following receipt of the requisite approvals of the Administrative Subdivision, VOP, with Solomon's assistance, will proceed to record the necessary documents to evidence the Administrative Subdivision (collectively referred to as the 'Administrative Subdivision Documents'), conditioned upon Peregrine's performance of its obligations as set forth in this Agreement. f. Following the recording of the Administrative Subdivision Documents, VOP will convey via Quit Claim Deed all VOP's right, title and interest in Lot 2 to Community Bank in order to convey the increased land area of Lot 2 currently owned by VOP. 2. Peregrine's Release. As a condition to recording the Administrative Subdivision Documents, Peregrine and Community Bank will deliver a release, in form acceptable to VOP and Solomon, releasing any and all claims and obligations of VOP under the Peregrine Agreement with respect to the installation of any parking improvements or the grant of any easements, including without limitation, the Peregrine Parking Obligations ("Release") The Release will include a provision that following the recording of the Administrative Subdivision Documents that the Peregrine Parking Obligations are of no further force and effect. 3. Restrictive Covenant. Solomon agrees that if Solomon (or its successors and assigns) dose on the purchase of Lot 1 (as reconfigured under the Administrative Subdivision), that at closing Solomon will execute and record a Restrictive Covenant, in form reasonably acceptable to Solomon and Community Bank, restricting use or operation of Lot 1 for any banking facilities ("Restrictive Covenant"). Notwithstanding the above, the Restrictive Covenant shall not limit or restrict Solomon's use or operation of Lot 1 for any financial planning services or investment product sales (i.e. investment or insurance sales). 4. Captions. The section 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. 5. Ratification. Except as expressly amended hereby, all of the terms, provisions, covenants and conditions of this Agreement are hereby rated and confirmed and shall continue in full force and effect. 6. Entire Agreement: Modification. This written Agreement constitutes the complete agreement between the parties and supersedes any prior oral or written agreements between the parties regarding the Property. There are no verbal agreements that change this Agreement and no waiver of any of its terms will be effective unless in a writing executed by the parties. 7. Binding Effect. This Agreement binds and benefits the parties and their heirs, representatives, successors and assigns. 8. Author . The individuals executing this Agreement hereby represent and warrant that they are empowered and duly authorized to so execute this Agreement on behalf of the parties they represent. 9. Governing Law. This Agreement has been entered into in the State of Minnesota and shall be governed by and construed in accordance with the laws of the State of Minnesota. 10. Severability. The unenforceability or invalidity or any provisions hereof shall not render any other provision herein contained unenforceable or invalid. 11. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. Signatures on this Agreement delivered by facsimile or PDF format (email) shall be considered original signatures for purposes of effectiveness of this Agreement. [Signatures Contained on Following Page] VOP 1, LLC, a Minnesota limited - _ _-. SOLOMON_REAL ESTATE GROUP,-INC, a_ liability company Minnesota corporation Vemelle Clayton Jay M. s1coft 14 Its: Vice President Its: President Peregrine Corporation,a Minnesota corporation Its: /a[c Tot 26721-WO Community Bank Corporation, a Minnesota bank/insurance corporation RESOLUTION AGREEMENT THIS RESOLUTION AGREEMENT ("Agreement") is made and entered into on this 124 day of 7o n e , 2013 ("Effective Date"), by and between VOP I, LLC, a Minnesota limited liability company ("VOP'), Peregrine Corporation, a Minnesota corporation ("Peregrine"), Community Bank Corporation, a Minnesota bank/insurance corporation ("Community Bank") and Solomon Real Estate Group, Inc., a Minnesota corporation, or its assigns ("Solomon"). RECITALS WHEREAS, VOP entered into a Purchase Agreement dated June 11, 2002, as amended with Peregrine (collectively, the "Peregrine Agreement") for property legally described as Lot 2, Block 1, Village on the Ponds 8" Addition, Carver County ("Lot 2'); WHEREAS, pursuant to the terms of the Peregrine Agreement, including Article 6 therein, VOP was obligated to either construct and complete certain Seller's Parking Improvements (as defined in the Peregrine Agreement) and grant to Peregrine an easement over property adjacent to Lot 2 (including Lot 1 (as defined herein)) for access to said Parking Improvements or to grant Peregrine a surface parking easement over the property until such improvements were completed (collectively, the "Peregrine Parking Obligations"); WHEREAS, VOP and Peregrine have agreed to enter into this Agreement to set forth the terms and conditions of which VOP has agreed to subdivide Lot 1 to expand Lot 2, at no cost to Community Bank, in return for a release from the Peregrine Parking Obligations, WHEREAS, Peregrine conveyed Lot 2 to Community Bank, and Community Bank is the successor in interest to Peregrine; WHEREAS, VOP and Solomon entered into that certain Purchase Agreement dated March 4, 2013, as amended ("Purchase Agreement") for the sale and purchase of real property located in the City of Chanhassen, Carver County, Minnesota, which contains approximately 1.45 acres of vacant land and is legally described as Lot 1, Block 1, Villages on the Ponds 8th Addition, Carver County ("Lot 1"); WHEREAS. Lot 1 and Lot 2 are adjacent to one another, WHEREAS, Solomon has agreed to enter into this Agreement to consent to the Administrative Subdivision (as defined herein) and to agree that Lot 1 will be encumbered by a restrictive covenant, restricting Lot 1 from being possessed or operated for uses that directly compete with Peregrine's operation of its bank on Lot 2, as specifically set forth herein. NOW, THEREFORE, the parties agree as follows: 1 Satisfaction of Peregrine's Parking Obligations. In return for Peregrine's release of any rights, claims or interest with respect to Peregrine's Parking Obligations as set forth in the Peregrine Agreement, VOP agrees, at its sole cost and expense, to submit the requisite administrative subdivision documents to the City of Chanhassen ("City") which will result in an increase in size of Lot 2, and a decrease in size of Lot 1, as generally identified on Exhibit A attached hereto ("Administrative Subdivision'). VOP will proceed with the Administrative Subdivision as follows: a. VOP has engaged Westwood Professional Services, Inc. and Jack Amdahl Architects, LLC, as the engineer and architect, respectively, to prepare the necessary documents for the Administrative Subdivision. VOP, with Solomon's assistance. will work with the engineer and architect to prepare a preliminary Administrative Subdivision submittal including the parameters of the new lot lines. b. VOP will deliver the proposed preliminary Administrative Subdivision to Peregrine, Community Bank and Solomon for their separate review and comment. c. Within seven (7) days of receipt of the preliminary Administrative Subdivision, Solomon, Community Bank and Peregrine will separately either consent to the Administrative Subdivision, or provide written changes, if made, will result in Solomon, Community Bank and Peregrine's separate consent. d. Upon all parties' agreement of the Administrative Subdivision, and any other applications or other required documents will be submitted to the City for approval. VOP with Solomon's assistance will diligently proceed to obtain all requisite approvals for the Administrative Subdivision. e. Following receipt of the requisite approvals of the Administrative Subdivision, VOP, with Solomon's assistance, will proceed to record the necessary documents to evidence the Administrative Subdivision (collectively referred to as the 'Administrative Subdivision Documents'), conditioned upon Peregrine's performance of its obligations as set forth in this Agreement. f. Following the recording of the Administrative Subdivision Documents, VOP will convey via Quit Claim Deed all VOP's right, title and interest in Lot 2 to Community Bank in order to convey the increased land area of Lot 2 currently owned by VOP. 2. Peregrine's Release. As a condition to recording the Administrative Subdivision Documents, Peregrine and Community Bank will deliver a release, in form acceptable to VOP and Solomon, releasing any and all claims and obligations of VOP under the Peregrine Agreement with respect to the installation of any parking improvements or the grant of any easements, including without limitation, the Peregrine Parking Obligations ("Release") The Release will include a provision that following the recording of the Administrative Subdivision Documents that the Peregrine Parking Obligations are of no further force and effect. 3. Restrictive Covenant. Solomon agrees that I Solomon (or its successors and assigns) close on the purchase of Lot 1 (as reconfigured under the Administrative Subdivision), that at closing Solomon will execute and record a Restrictive Covenant, in form reasonably acceptable to Solomon and Community Bank, restricting use or operation of Lot 1 for any banking facilities ("Restrictive Covenant"). Notwithstanding the above, the Restrictive Covenant shall not limit or restrict Solomon's use or operation of Lot 1 for any financial planning services or investment product sales (i.e. investment or insurance sales). 4. Captions. The section 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. 5. Ratification. Except as expressly amended hereby, all of the terms, provisions, covenants and conditions of this Agreement are hereby ratified and confirmed and shall continue in full force and effect. 6. Entire Agreement: Modification. This written Agreement constitutes the complete agreement between the parties and supersedes any prior oral or written agreements between the parties regarding the Property. There are no verbal agreements that change this Agreement and no waiver of any of its terms will be effective unless in a writing executed by the parties. 7. Binding Effect. This Agreement binds and benefits the parties and their heirs, representatives, successors and assigns. 8. Authority. The individuals executing this Agreement hereby represent and warrant that they are empowered and duly authorized to so execute this Agreement on behalf of the parties they represent. 9. Governing Law. This Agreement has been entered into in the State of Minnesota and shall be governed by and construed in accordance with the laws of the State of Minnesota. 10. Severability. The unenforceability or invalidity or any provisions hereof shall not render any other provision herein contained unenforceable or invalid. 11. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. Signatures on this Agreement delivered by facsimile or PDF format (email) shall be considered original signatures for purposes of effectiveness of this Agreement. [Signatures Contained on Following Page] V0P1. LLG, -9 Minnesota limited SOLOMON-REAL ESTATE GROUP,-M.-,-a- liability company Minnesota corporation -- By: — — Vemelle Clayton Jay M. ott Its: Vice President Its: President Peregrine Corporation,a Minnesota corporation By_: �V Z Its: AIncc' zs7z1-W0 Community Bank Corporation, a Minnesota banklinsurance corporation By: G L I s: C" Generous, Bob From: Vernelle Clayton [vernelle@visi.com] Sent: Monday, September 15, 2014 3:11 PM To: Generous, Bob Subject: FW: VOP, Architectural Review Committee Approval, "The Village Shops of Chanhassen" I'm forwarding Mika Milo's email in which he approves the Village Shoppes of Chanhassen proposal on behalf of the Architectural Review Committee of the Village on the Ponds Association. As you know from a recent discussion, the Association assumes that the City will require that any of the acorn light fixtures as well as any of the existing trees currently installed along Main Street and Lake Drive which are damaged or destroyed during the construction process will be repaired or replaced with similar light figures and trees of the same size and species. We assume these requirements will be a part of the final plan approvals. From: Mika Milovancev rmailto:mmiloCalmaoarch.com] Sent: Friday, September 12, 2014 4:32 PM To: 'Vernelle Clayton' Subject: VOP, Architectural Review Committee Approval, 'The Village Shops of Chanhassen" To: Village on the Ponds Association c/o Vernelle Clayton, the manager of the association. Re. VOP- Architectural Review Committee approval for: "The Village Shops of Chanhassen" proposed development plans. By: Solomon Real Estate Group/ Chanhassen retail, LLC Date issued:9/12/2014 Dear Vernelle, After a period of reviews and revisions to the proposed development preliminary plans ("not for construction"), and based on the latest civil, landscape, floor plans, elevations and 3-d rendering we received from you on 9-10-2014, the Architectural Review Committee is granting it's approval for this one story, two buildings, 13,654 sf. Retail development at the VOP, subject to all City Council conditions of approval issued 9/8/2014. Thank you, Mika Milo, r.architect for Architectural Review Committee 0 This email is free from viruses and malware because avast! Antivirus protection is active. Generous, Bob From: Sent: To: Subject: No comments... Rand Olson Engineer II 612-861-8702 office 612-861-8173 fax Centurylink 301 W 65th St Richfield MN 55423 Olson, Randall [Randall.Olson@CenturyLink.com] Thursday, July 31, 2014 3:17 PM Meuwissen, Kim; Generous, Bob RE: City of Chanhassen Referral Request for Village Shoppes of Chanhassen Subdivision and Site Plan with Variance From: Meuwissen, Kim[mailto:kmeuwissen(oci.chanhassen.mn.us] Sent: Thursday, July 24, 2014 3:45 PM To: 'chentges@co.carver.mn.us'; cbleser @rpbcwd.org; Arnst, Maureen J; Sudheimer, Brenda K; Olson, Randall; 'cthompson@mediacomcc.com';'cherie.monson@CenterPointEnergy.com'; Machemehl, Linda K Cc: Generous, Bob; Fauske, Alyson; Hoffman, Todd; Littfin, Mark; Mohn, Jerry; Jeffery, Terry; Sinclair, Jill Subject: City of Chanhassen Referral Request for Village Shoppes of Chanhassen Subdivision and Site Plan with Variance Development Plan Referral Agencies: Please review the attached referral request and respond with your comments no later than Wednesday. August 6, 2014 to: Robert Generous, AICP, Senior Planner City of Chanhassen PO Box 147 Chanhassen, MN 55317 952-227-1131 bgenerousCcDci.chanhassen.mn.us Replies to this email will be automatically be copied to Bob. You can view the project documents at http://www.ci.chanhassen.mn.us/2014-24. Thank you! 0Kim Meuwissen ® Sr. Communications.4dministrativeSupport Specialist CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 952-227-1107 dmetnvissenCaascichanhassen mn us 11 Find us on Facebook Generous, Bob From: Generous, Bob Sent: Friday, June 20, 2014 3:54 PM To: 'SteveJohnson@SolomonRE.com' Cc: Aanenson, Kate Subject: Chanhassen Retail Attachments: VLLGDS Design Standards.doc Steve, I am responding to your meeting with Kate on Tuesday. Attached are the design standards for Village on the Ponds. This property is located within sector I of Village on the Ponds. Signage like you propose would require either a variance from both the city code and the PUD standards, maximum sign height is 20 feet, or an amendment to the PUD standards. Normally, signage is only permitted in front of the individual unit. To locate them all on the northwest corner elevation would be a deviation from the code. And I assume each tenant would like signage above their unit too. The project is permitted a project id sign along Pond Promenade. Would it be possible to incorporate signage on that? The project must proceed through the Village on the Ponds Architectural Review Committee prior to submittal to the city. You are required to have 70 percent of the roof area sloped. How will you address trash enclosures? Movement of the bus shelter is limited to the within the northeast corner of the intersection. It would require approval by the Village on the Ponds association. It may be possible to relocate within the Lake Drive outlot. It would need to meet the sight triangle standard at the intersection (a diagonal 45' back from the intersection of the two roadway edges). Parking easements are a private agreement which you would be able to record at Carver County. If you have additional questions or need more information, please contact be. :.. Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerousPci.chanhassen mn us Chanhassen is a Community for Life — Providing for Today and Planning for Tomorrow Preliminary Plans Existing Conditions, Plat, Site, Grading, Utilities, and Landscape The Village Shoppes of Chanhassen Chanhassen, MN Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 Contact: Steve Johnson Phone: 952-852-2339 Fax ,X' OF CHMHAS3EN RECEIVED JUL 2 4 2014 CHANNAWN PLANMNG DEPT Om00 Preliminary Plans b Cnd y. Ue KH ud 4ndwP VWT sh pp. a QWurm u. smru rs a a, CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: _ September 8, 2014 MOTION BY: Ernst RESOLUTION NO: 2014-59A SECONDED BY: Laufenburger A RESOLUTION APPROVING PRELIMINARY AND FINAL PLAT FOR LOTS 1 AND 2, BLOCK 1, VILLAGES ON THE PONDS TENTH ADDITION WHEREAS, Solomon Real Estate Group and VOP 1, LLC have requested preliminary and final plat approval creating two lots of 20,142 square feet and 61,057 square feet, Lots 1 and 2, Block 1, Villages on the Ponds Tenth Addition, respectively; and WHEREAS, the property was previously subdivided in October 28, 2002 as Lots 1 and 2, Block 1, Villages on the Ponds 8te Addition; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the proposed subdivision is consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Villages on the Ponds Tenth Addition subject to the following condition: 1. Before the final plat is recorded the $45 GIS fee must be paid. Passed and adopted by the Chanhassen City Council this 8te day September of 2014. ATT , DA- dG erhardt, City Manager YES Furlong Ernst Laufenburger McDonald Tjomhom NO None Tom Furlong, Mayor ABSENT None .-CANNED j e1,1NA 14 + i Wo On ��- 11 - - - - - - - - - - - --R-j -- n - I I I I I � Ef: � AMM CkcAcissenRetail citLc,6 &-c Main AAMCOIM SOLOMON II REAL ESTATE Ci oAcissen Retail at Lc,6 &-4 Main ,,�,;� AMCON GROUP SOLOMON I n REAL ESTATE Chanhassen Retail at Lae &-( Main ,e,AMCON GROUP / / / / / / / / / / SNMH Rim Elev. = 952.76 Inv. South Elev. = 931.26 Inv East Elev. = 931.76 I I I I 77NVSTSNMH NVS Rim Elev. 951.46 Inv. East Elev. 931.16 I. Inv. West Elev. = 931.16 I Ntls g 1u / now -YO V/ L /0. UU - { - Set `X" in Concrete m 4 y5 o ! � Found Capped Iron Pipe 2und Capped Iron Pipe License No. 10943 tense No. 10943, 0.40 feet southwest of T I ) 40 feet southwest of computed position / wnputed position 951./' L _ L/ ! L Existing Building i Of I-%L F \ GASGAS g01 "s /` ., Y l \I 2700 B-B -----1-60.00 u ROW Z r I� 91 2 L ?� n 2 C`J 1 � � a 2 - _ ROW n ROW CBMH = / Rim Elev. = 948.09 Inv. SE Dev. = 94239 l / Inv. West El = 942.39 / / / S70 i $TO g n 2 27.00_ B-B 0 - Foundappad Iron Licens No. 15162 FOP R Elev.- 950.62 IIn South Elev. = 945.92 v. NE Elev. = 945.92 \ST 0 ! nT CB /1 Rim Elev. = 950.33 \ I Inv. North Elev. = 946.23 LOT 1 0 �� I V LI O f /QQ 11J CBMH Rim Elev. 9476 Inv. North EFle. lev. Inv. South Elev CBMH i Rim Elev. = 948.22 ✓„- g� / Inv. SE Dev. = 94252 Inv West Elev = 942.52 / O i i o gqg/ CBMH Rim Elev. = 45.52 Inv. North El v. = 940.4,2 Inv. South ev. = 940.42 ` i Found PK westerly g47�J- nai 30 f =t south CBMH / ev. 944.92 l HE Elev. 940.22 y v. SW Elev. = 940.22 c 6( PUc GAS \ - � - - Found Copped Iron Pipe � / License No. 14675 5 if eta UG / j �.--- ✓ ~ J PUG - Found scribed "X" in concrete, 0.35 feet southwesterly of j computed position fib" I N SAh SNMH Rim I" = 947.94 In N h E/ev. = 92 49 nv. E/ev. = 92 .49 We v. 92749 Inv. East e = 927. 9 nai 3 SNMH Rim Elev = 946.12 1 /nv. East Elev.= 928.62 1 Inv. NW Elev. = 928.62 o� CBMH r�' to Rim Dv. = 945. 10 I Inv. East Elev. = 939.30 1 Inv. West Elev. = 939.30 I Inv. North E/ev. = 939.3 1 I 510 1 .47' let PK Nall in Bituminous CBMH Rim Elev. = 946.40 Inv. NE Elev. = 943.25 Inv. SW Elev. = 94325 CBMH Rim Elev. = 94 Inv. NE E/ev. _ Inv. SW E/ev. _ CBMH _ Rim Elev.= 946.47 - - - - - Inv. East Elev = 941.77 �- Inv. West Elev. = 941.77 Inv South Elev. = 941.77 CB Rim Elev. - 47.02-, 00 / / - Set . g Found Nail I1� Found Capped Iron Pipe License No. 14675 Transmittal To: Bob Generous City of Chanhassen P O Box 147 7700 Market Boulevard Chanhassen MN 55317 These items are transmitted: ® For Your Use ❑ As Requested ❑ Approved ❑ For Review and Comment ❑ For Approval ❑ Approved As Noted Copies Number Dated 1 of ea. Al 8/14/2014 1 of ea. A2 8/14/2014 Remarks: A+AAMCOIV Design/Build I Construction Management General Contracting Date: 8/1412014 Job No: Re: Chanhassen Retail Sent By: Mark Huus We are sending via: ❑ UPS 1-Day ❑ UPS 2-Day ❑ UPS Ground ❑ US Mail ❑ Courier ® Other... 1 24x36 Revised Floor Plan & 11 x 17 124 x 36 Revised Building Elevations & 11 x 17 1 call with questions. 651-379-9030. Copy To: ❑ Owner ❑ Architect/Engineer ❑ Field ❑ Other 5565 Blaine Ave, Suite 250 1 Inver Grove Heights, MN 55076 1 Tel: 651.379.9090 1 Fax: 651.379.9091 Email: custsew@amconconstruction.com I Website: w .amconconstruction.com Q © Q AMOR i aa EAST ELEVATION Q Q 4 Q Q 4 4 i i i i i i I I i I. 4 Nan h ELEVATION O 9q'1i OD /RfFIt YEPI I.il OO GLLII/RD 5]pE o �u o � �I� � � � NO tl£M AMri AWl AN 9M06 .WIC 4I GN! qNb RX MWII1tlV I®1O6 9�IOC OMYiFS Al4W FASI ! 1lJI YIC O'lI�AIIJ n WE3T ELEVATION ZI W a� J i F ap=9sr c „ co co co i L oil ca J■ 0 CID i. a a c t� ps - PRELIMINARY ELEVATIONS a SOUTH ELEVATION ® a 1'-0- DATE 18 JULY 2014 A2.0 o e IOf A OYI IJIJ.I iiu u II II II II �� I�� 1011Mi I II II II II iC II. 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FLOOR PLAN 0 z� 0b a 50 f� 3 E � 3 d �g33 a g o ggg9gG a tsei LL y �• a ; u� �eF�•gp-gp� E) ^c` , W^ ,co vI ca .c c co r U 0 co m a U. m 0 m C ¢ c N m 0 m 0. = 0 0 d` i U REMSONS 4 frs rnm. 8 e e e FLOOR PLAN DATE 18 JULY 2014 A1.0 PR N0. 1313133 rm ro sr a EXHIBIT A REPLAT T MAN SIG k 7 6 I H A G E G C H I I b 5 4 3 2 1 TIT T I TTT I I EAST ELEVATION 1 /8" = 1 '-0" 6 7 2 3 4 5 I 8 9 10 11 I 1 f - I so RAGE SIGNAGE NORTH ELEVATION 1/8" = 1'-0" SIGNAGE OA BRICK OD PREFIN. METAL TRIM © CULTURED STONE OB DECORATIVE C.M.U. OE PREFIN. STANDING SEAM MTL. ROOF OH CLEAR ANOD. ALUM. SUN SHADES © £.I.F.S. O GLASS/ALUM STOREFRONT OJ DECORATIVE WALL SCONCE OTE: SEE CIVIL PLANS FOR INFORMATION REGARDING GRADE CHANGES ALONG EAST & WEST SIDE OF BUILDING -- — --ram SN3NAGE WEST ELEVATION 1/8" = 1'-01, SOUTH ELEVATION 1/(8" = 1'-0" 7 PRELIMINARY/NOT FOR CONSTRUCTION PERMIT/BID SET CONSTRUCTION SET ❑ AS —BUILT SET 7 NOT TO SCALE ,C cd m ` — Z c °C co a v 0) Q a C co � II 0 REVISIONS 2L City Submittal 7.21,2014 ZL City Submittal 8.01.2014 ZL City Submittal 5.04.2014 A A A A �I RECEIVED' A A AUG 0 5 2014 0 CHANHA98ENRANNIWE' A A A PRELIMINARY ELEVATIONS DATE 18 JULY 2014 A250 PROJECT NO. 13133 ' I ,� O 0 o o n NORTH ELEVATION 0 ,/g' = 1'-0" zEps�E ®fig �dg6gg $s l�Yse9{ €I E EAST ELEVATION 0 1/8' i'-p' q il8/ ly) ,D 11 ly Y 3lr YoFcHmKAS RECEIVED �_ _-- -- AW 0 5 2 i1 wEST ELEVATION c v cd m g m O z m c c c^d` W c C m a` J U REVISX11b 8 aarr.nm. 0 a a..r...m. PRELIMINARY ELEVATIONS KE' "0TS fRp. Qo vArixi YFIK rnw ©cunun smr © Llfi ©L/ASS/KUY 5]�SEFR(M) Oj q[t,'gq)/y[ .IVL Y'q,S[ /q1E 4F O1I ftN6 ![K Ii00NIN.W /RG10NC CBNF CINM:6 KpC ElR f IET/ SK LF MLW. C1 SOUTH ELEVATION 0 1/8' = i•_0. ©rn we�� m. ❑ tmnryo s� ❑ . ❑ FI�Rf II ❑ rm m uue 19 JUOLYY�201, A2.0 ppp�q 13133W 0 0 o© o o© o o© o© o o©o o ©oo© ■ ■®®� ����i��� � i� Ir�ri■��ri�li�i i�ii�i�i �1��■�Fiu.r f T T T Igggdhkhh, i l EAST ELEVATION z WEST ELEVATION zo - -- 0 �j s s,se3$$D I F �54�gd FDA AEA ��E E m � z ¢° C cd 0 � t Y 0 CO a` J U aRi]JnnoNsM�wxr ELEV (� NORTH ELEVATION KEY NOTES � aarx OB L[LYIk1111E cmu Q Fww..cw. rmw OE AI6N S/AMM' SF.1Y 1IIL AVY ©curuFm srcc ON gfAR Mt'G. KW. SLM SFIY..'S s SOUTH ELEVATION ® � fA i11CC1O1 Y! w1E 18 JULY 2014 A !_.O ^ © &,FS © aA /K SI[W6FtlNI OJ PELY.K.T£ t4L Y MJIE' SDF Qi flK6 RN NCNIMMW FEGWMA. 4MCE fJKMYS KCMG FAST J .f3T 4AE (X 6UNOMf 6#.l Dor ro xc II'J. 1 3 VILLAGES ON THE PONDS i i i i < /i l I A i. r /l n Z ,,8`?s ki 4 L�4 V IL_L_1vL_.i VIV �fTL_ 6� 18 J n i n^ r-1 i. iTi i n n i n n l 1y 1, . 'Ah '/ k > l/I VL/.J L_/Vf7 I T7 nLl Ll/ 1 Ill, V p-A ^00 �<� 355 0 N89045'07"E 50002. Ohm k� C 78.00 I - 20.87- n=7042'26 "" p 60 t0 LL_/1 L_ U1 V I V l_\7.� p � � OC \ - 46. 39 \ 13 " R' g8 Drainage & Utility per y I' A N89°40"25"'E N , Doc. No. 409331 LIJ �,N A I \ J // u/ v[-1 /vF7 / F7 / ivuv p / p -- Drainage &Utility easement / Z per Villages on the Pond 2nd Add. it / oo �k 60 10 /l //� / —--i---f------- / I / � � I 7& 00 - S89a45'07"W / o, / I A l<' F- L _/-I f L_ L-1 l l V L_ / � n 1Lj rji,nVlJ`� I TI IC I I �n I rlL /1I �,��J L,✓ V L 30 0 30 60 Scale in The westerly line of Block 1, VILLAGES ON THE PONDS EIGHTH ADDITION is assumed to bear N00014'53"W. o Denotes 112 inch by 14 inch iron monument set and marked by License No. 43933 • Denotes 112 inch by 14 inch iron monument by License No. 43933 unless otherwise noted TENTH ADDITION G,noFcH EN Wev� JUL 2 4 2014 CHWASSENPIA M" KNOW ALL PERSONS BY THESE PRESENTS. • That VOP 1, LLC, a limited liability company, and Community Bank Corporation, a Minnesota banking corporation, owners of the following described property situated in the County of Carver, State of Minnesota, to wit: Lots 1 and 2, Block 1, VILLAGES ON THE PONDS EIGHTH ADDITION, Carver County, Minnesota. Have caused the same to be surveyed and platted as VILLAGES ON THE PONDS TENTH ADDITION and do hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said VOP 1, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 VOP 1, LLC By Name, Title STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of . 20� by _ of VOP 1, LLC, a Minnesota limited liability company, on behalf of the company. (Slgn&.0 ) Notary Public, My Commission Expires County, Minnesota In witness whereof said Community Bank Corporation, a Minnesota banking corporation, has caused these presents to be signed by its proper officer this COMMUNITY BANK CORPORATION By Name, Title day of STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 by ____, of Community Bank Corp, a (wo,,, � W) Notary Public, County, Minnesota My Commission Expires 20— on behalf of the corporation. plot was prepared b me or under m direct supervision; that I am a duly Licensed /, Mark R. Solo, do hereby certify that this pa p p y y p y Land Surveyor in the State of Minnesota; that this plot is o correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plot; that oil monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways ore shown and labeled on this plat. Dated this day of Mark R. Salo, Licensed Land Surveyor Minnesota License No. 23021 STATE OF M/NNESOTA COUNTY OF CARVER This instrument was acknowledged before me on (sir&..) Notary Public, My Commission Expires 20 County, Minnesota by Mark R. Salo. CITY COUNCIL, CITY OF CHANHASSEN, M/NNESOTA This plat of VILLAGES ON THE PONDS TENTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this and said plot is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota By .Mr day of 20_ CARVER COUNTY BOARD OF COMMISSIONERS This plat of VILLAGES ON THE PONDS TENTH ADDITION was approved and accepted by the Board of Commissioners of Carver County, Minnesota, at a regular meeting held this day of 20 and is in compliance with the provisions of Minnesota Statutes Chapter 505.03, Subd. 2. All monuments will be set as specified by the County Board and as stated on this plot, according to Minnesota Statute, 505.02, Subd. 1. Attest Chair, County Board COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of John E. Freemyer, County Surveyor COUNTY AUDITOR -TREASURER, Carver County, Minnesota I hereby certify that taxes payable in 20, and prior years have been paid for land described on this plat. Dated this Laurie Davies, County Auditor/Treasurer COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of VILLAGES ON THE PONDS TENTH ADDITION was filed this Mark Lundgren, Carver County Recorder 20 day of 20. day of 20 at o'clock .M., as Document No. Westwood Professional Services, Inc. Sheet i of I sheets EMMrM C C M. 3 0 a2.o I ^� RETAINING SEE CIVIL RETAINING WALL, SEE CIVIL 10 18'-6" 20'-0" 20'-0" 18'-6" 7 14'-0" 16'-0" 16'-O" 14'-0" 2 -6 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2'-6 DN F_ 7 m Im Im II II II II II II II II II II II II II II II II II II � II II II v II II II ^ II II II FUTURE DEMISING I I I I I I WALL BY TENANT I I I I w I II II I ° II II II I I I I I I MECH. RMr 1 OAA II II II 1 00 _JL II �L-- 138 S.F. l aaW WO1808 D I I Cl D J� F_ 70B L: II L _- SUITE 170 j j SWE 160 j j SUITE 150 j j SUITE 140 170 1 Fl-60-1I I 150 I I 140 1 eoc 1400 S.F. I I 1400 S.F. I I 1400 S.F. I I 1392 S.F. II II II II II II II II II COMMUNICATION - o II II II PANEL II II II 4'-0" x 22'-4" STOOP I I I I SERVICE DOORS TYP. I I I I U. N.O. -SLOPE AWAY FROM II II II DOOR 1/4" PER FT II II II II II II o II II II I � II II II �° g I I 5'-4" x 4'-0" STOOP ® STOREFRONT DOORS I I OPE AWAYUFROM DOOR I I I -SL II 1/4" PER FTTYP. II II o ° n -- n - n n ° ,I `J U vJ IRE DEPT DN `J LOCK BOX L _ J _ L J SIAMESE - _ CONNECTIC 4'-0" . 14'-0" 4'-0" . 16'-0" 4'-0" . 16'-0" 4'-0" . 14'-O" 4'-0" 6 215'-0" 20'-6" 5 4 3 2 1 18'-6" 18'-6" 26'-0"1. 28'-6" 1 14'-6" 1 14'-6" 1 24'-0" N F - - RETAINING WALL, - SEE CIVIL O N O 131 O p �. II II II o II II II m II II II o II II II z II II II � II II II II II II II II II 4'-0" x 6'-4" STOOP ® I I I I I I SERVICE DOORS TYP. I I I I I I U.N.O.-SLOPE AWAY FROM I I I I I I FUTURE DEMISING DOOR 1/4" PER FT II II II WALL BY TENANT II II I SPRINKLER RISER W/ I I I I I I I-- FLOOR DRAIN I I I I I I 190B II II II I I � II II II I I JI il� II I L II II II I '1I II II to II II II SHIPS LADDER�J- N ROOF HATCH SUITE 130 j j SUITE 120 j j SUITE 110 I 130 II Fl-20-1 II 110 II 1 1532 S.F. I I 1295 S.F. I I 1295 S.F. I I ROOF I I I I I I ACCESS it II II °p 190 1II II II 138 S.F. II II II L- -_ II II II II II II II II II II II II o II II II 3 � ^ II II II II II II o � II it II II II II II II II II II II 9 II II II I I� I IV 16'-0" 4'-0" 14'-6" 4'-0" 14'-6" 4'-0" O� 6'-0" 4'-0" 16'-0" W1 0 ,I W1 0 �o o z � 1ODA J 4'-0" x 6'-4" STOOP STOREFRONT DOORS TYP. ° U.N.O.-SLOPE AWAY FROM o I DOOR 1/4" PER FT N A2D SUITE 100 100 3920 S.F. 5'-4" x 4'-0" STOOP ® STOREFRONT DOORS TYP. U.N.O.-SLOPE AWAY FROM DOOR 1/4" PER FT O 4'-0" T • • ' PLAN �1►� • �I 20'-0" CITY Ek RECEIVED AUG 0 5 2014 CRWAS%w PLANNING i1Qi') J 0ZW ZW _ G L) wo ¢i W Z Z Z W > � (7 < m Z Z = < 5 �' Z mw m U > � w h m m O a: Q 0 n N U, z O w w ' Z Z O x o a J w m O ormt3s U EIm 0 !�w< Li L, 0 oz � gw Lu c)o�i s �UdN�W U s W Z O m iuko WmU * t� m WHY0t M¢OW V<OOx N 8O 6 , � mac: co m L `v W V �o r o a c 0 co cd � J U REVISIONS zh City Submittal 7.21.2014 ACity Submittal 8.01.2014 ACity Submittal 8.04.2014 A A A A A 0 A A A A A FLOOR PLAN ❑ PRELIMINARY/NOT FOR DATE X CONSTRUCTION 18 J U LY 2014 ❑ PERMIT/BID SET ❑ CONSTRUCTION SET A160 ❑ AS —BUILT SET PROJECT NO. ❑ NOT TO SCALE 13133 j .m .t ~ LOT 1 Q I � � a w 2 O J -- — -�I-- -- C6" i-fR/m Elev 94822 Inv. SE Elev. 942.52 / Rim am : t19 Inv. West Elev = 942.52 tnv. sr Oar 9f2.E V/mf Be= 912.E / / / l STO / sro % Z/ Found PK no 30 f southwesterly �c 27.00_ ® - B-8 /z �h e I � 2 / rly O 7AD0-------- S GAS— u Pound 7qW@d 4m- /., Na 15162 / I Found sorbed X' to cononete :.-435 feat m mwete y or cmruted Position - - t 5µAP sml Fin ev = 947.94 ' h Oev = 92 49 y v Oev. = 91 .49 g Mk 927.49 Ir 1 I Inv. East e= 927. t g l FauM Nut qU -? Z I , L Site Development • PROPERTY AREA: 61,057 SF (1.40 AC) • PERVIOUS SURFACE: 5,965 SF (9.8%) • IMPERVIOUS SURFACE (RATIO): 55,092 SF (90.2%) • BUILDING GROSS SIZE: 13,634 SF • BUILDING HEIGHT: ±130' • BUILDING USES: RETAIL & RESTAURANT • POTENTIAL SEAT COUNT: TBD • PROJECTED NUMBER OF EMPLOYEES: TBD • PARKING SPACE/DRIVE AISLE: • PARKING RATIO REQUIREMENT - RETAIL: RESTAURANT W/ LIQUOR: 9' WIDE X 18' LONG, 26' AISLE CITY OF CHANHASSEN 1 SPACE / 200 SF OF BLDG 1 SPACE / 50 SF OF BLDG RETAIL (4,122 / 200) 20.61 SPACES RESTAURANT W/ LIQUOR (9,512 / 50) 190.24 SPACES TOTAL SPACES REQUIRED: 210.85 SPACES • PARKING PROVIDED: PROPOSED: EXISTING: 133 35 98 w Westwood TRANSMITTAL Date: Re: August 4, 2014 The Village Shoppes of Chanhassen File 0000220.00 To: Robert Generous City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 From: Chad Feigum 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 888-937-5150 www.westwoodpsxom cin RECEIVED Erg AUG 0 5 2014 CHWAwpt t4mr0ER1' Items: No. Description 1 Full Size Plans (Arch Floor plan, Arch Elevations, Civil Site Plan, Landscape Plan) I Reduced 11 "x17" Plans (Arch Floor plan, Arch Elevations, Civil Site Plan, Landscape Plan) 1 CD Containing PDF's of all plans Purpose: As you requested Remarks: Bob, As requested here are the revised plans that you require to complete the Staff Report on Wednesday. Let me or Dan Parks know if you have any comments or questions. Thank you, Chad E. Feigum Delivery: Hand Deliver cc: File; Jay Scott - Solomon; Steve Johnson - Solomon Land and Energy DEVELOPMENT CONSULTANTS Lj , <J LOT 2 /A FErM.AFFEST. t]b52 SIC LU LOT 1 IN DRY / ., <? n CA � O AD LAKEn DR/VE EAST ... m RIE.,.x G®eml Sift Na EARE AT �Ia�::4OjI PLIDISDAR ARE IF :W%m�a�: Na wAN � �,� . PACRE5 REAL wC�:DE�kLEDADIR.,ro.�ICLYDEUPULP D 'IF TECRIAL FLARE AIR PACE PLENAG o�o�..,1 ND WITTER WALL BE .—IF L.— DEPRECED B.C. As INAIRIALLE, III I., ENCYLERAL Sift 1.y d —1 LANE �e ___ DREEREENT ARE CLEAR ARE, .— p ARFABLERY Ie1.x. &IT FEELING ' ew.xo / non Sift Nobs OO FILLEW LANE CARRIE (I' m i..�. o. F..w NEAAI ...o p uI (BIDDER aw.I A AND �,., x ,.o o a� CERNAR .— A INA AD .—I PDRAL . NEED I.'I9PE..« NOT FOR CONSTRUCnON d. m/fuAe r u n e I "• I` `�`� I Ir I g Shppeanhas Of _ Chanhassen Retail, LI Chanhassen c�� Sift pion d� Mt ..7 rv(Z L LAKE DRIVE EAST w.o wxr u X Chanhassen Retail, LLC owd.._w m s ermi.mn'. Plwm� 9ahadum �•^^•, w.w..,r.. a,.. .axrwrmtnku.ne .x e.^Iwc a.. u i Ymr.ear mr�= tr w uww: t swe ^ws. a x�, w cawr ss wun rw.ltu� xwm r: nar ♦ nw ray.�x�isx ^'a I cwr r♦ IT xert w.wlli[9 W RMr SLRx56f ust WMTRs M m[ [rcxr a . Oi.rn[onwr P6.d,gwwoVrr�u� m. ^ wm ru mumc uo . m'.Mt WFMrI n rtumwcutl IF IF IF rr,.w i.x. xar-,m w.wr a.w„,mwrr wWrwrw„ T NE III, FF 11 rwx� w, ,,, xw, — . :a x... I FIFE, wwrw w..-1r.xx..xnw�. s.w,we> �.ror �rw�rww.w n.ww .wo. r wPw rarw. rw .. r.w.rw. nen m �r mw van n.a IF Q"r`wIT WE IFTENTED. FIT TI III ,FTF, IT ww w —.w.1 wa:t; m W t IT. ., NOT FOR CONSTRUCTION e age Wx o r, a Shoppes of Chanhassen STORMWATER ANALYSIS The Village Shoppes of Chanhassen Chanhassen, MN for: Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 Phone(952)-852-2339 Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 Phone (952) 937-5150, Fax (952) 937-5822 July 24, 2014 SCANNED Project # 0000220 PROJECT DESCRIPTION The project site is located on the northeast corner of Lake Drive East and Main Street in Chanhassen. The existing property is 13.358 acres. The proposed project is a proposed 14,000 square foot retail/restaurant on the 1.4 acre site. The actual are of disturbance will be approximately 0.92 acres. Existing and Proposed Site Areas Existing Total 61,057 sf Impervious 22,105 sf Pervious 38,952 sf 1.402 acres 0.507 acres 52.6% 0.665 acres 47.4% Proposed Total 61,057 sf 1.402 acres Impervious 55,090 sf 1.265 acres 90.2% Pervious 5,965 sf 0.137 acres 9.8% EXISTING SITE CONDITIONS The existing site where the proposed project is prosed is currently undeveloped. There is an existing parking on the southeast comer of the site that will connect to the proposed project. The existing drainage from the undeveloped site drains to the south into Lake East Drive. The existing site was accounted for in the NURP pond south of the site as part of Villages on the Ponds project. PROPOSED SITE CONDITIONS The proposed project will have an underground StormTech SC-740 Chamber system that will treat the runoff from the 1.1" rain fall event. There will be two roof drains that will discharge into the system as well as a catch basin in the southeast corner of the proposed work. The underground system will than discharge into the catch basin in the existing driveway entrance. REGULATORY REQUIREMENTS Riley Purgatory Bluff Creek Watershed District will complete the review of the stormwater management design for this project. For a new development, the following rules apply; ➢ Water Quality — Infiltration - Removal of 75% of phosphorus and 90% total suspended solids. 1.1 inch of runoff from impervious surface onsite. ➢ Rate Control - Peak runoff rates may not exceed the existing rates for the 2, 10 and 100- year critical storm events set forth by NOAA Atlas 14 Volume 8. Water Quality - Infiltration The Riley Purgatory Bluff Creek Watershed District requires that proposed projects infiltrate stormwater from the 1.1" storm event over all new impervious areas. Due to poor D soils onsite our plan is to use a filtration system Our proposed plan is to provide an underground filtration system to provide treatment. The proposed plan is to use (6) rows of (8) Chambers per row of StormTech SC-740 Chamber System with 18" of sand below the system with draintile. The proposed system will have a 12" outlet that is 3.5 feet above the bottom of the sand layer and draintile The following is the storage area required to provide the volume from the 1.1" runoff 32,985 SF x 1.1 in x 111/12in = 3,024 CIF = 0.069 acre-feet There will be 0.081 acre-feet of storage provided from the 1.5 (IE=941.0) layer of sand and the first 1.5 feet (IE=944.5) of the StorraTech system to meet the watershed requirements. See underground system volume calculations at end of report for required volume. Rate Control The following table summarizes the pre -development and post -development runoff rates. Existing Conditions Storm Event 2-Year (2.87") (cfs) 10-Year (4.29") (cfs) 100-Year (7.39") (cfs) Total Existing 2.92 5.11 10.05 Proposed Conditions Storm Event 2-Year (2.87") (cfs) 10-Year (4.29") (cfs) 100-Year (7.39) (cfs Total Proposed 2.88 4.23 9.44 EXISTING CONDITIONS HYDROLOGY ANALYSIS Existing Site Subcat Reach o Llnk The Shoppes of Chanhassen Type 1124-hr 2 YEAR Rainfall=2.87" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD®10.00 s/n 03363 ©2012 HydroCAD Software Solutions LLC Page 2 Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1E: Existing Site Runoff Area=61,057 sf 36.20% Impervious Runoff Depth=1.63" Tc=15.0 min CN=87 Runoff=2.92 cfs 0.190 of Total Runoff Area = 1.402 ac Runoff Volume = 0.190 of Average Runoff Depth =1.63" 63.80% Pervious = 0.894 ac 36.20% Impervious = 0.507 ac The Shoppes of Chanhassen Type 1124-hr 2 YEAR Rainfall=2.87" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD®10.00 s/n 03363 © 2012 HydroCAD Software Solutions LLC Pace 3 Summary for Subcatchment 1E: Existing Site Runoff = 2.92 cfs @ 12.07 hrs, Volume= 0.190 af, Depth= 1.63" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 2 YEAR Rainfall=2.87' Area (sf) CN Description 22,105 98 Paved parking, HSG D 38,952 80 >75% Grass cover. Good HSG D 61,057 87 Weighted Average 38,952 63.80% Pervious Area 22,105 36.20% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, The Shoppes of Chanhassen Type // 24-hr 10 YEAR Rainfall=4.26" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD®10.00 s/n 03363 ©2012 HydroCAD Software Solutions LLC Page 4 Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1E: Existing Site Runoff Area=61,057 sf 36.20% Impervious Runoff Depth=2.88" Tc=15.0 min CN=87 Runoff=5.11 cfs 0.336 of Total Runoff Area =1.402 ac Runoff Volume = 0.336 of Average Runoff Depth = 2.88" 63.80% Pervious = 0.894 ac 36.20% Impervious = 0.507 ac The Shoppes of Chanhassen Type/1 24-hr 10 YEAR Rainfall=4.26" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD010.00 s/n 03363 ©2012 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 1E: Existing Site Runoff = 5.11 cfs @ 12.07 hrs, Volume= 0.336 af, Depth= 2.88" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 10 YEAR Rainfall=4.26" Area (sf) CN Descriotion 22,105 98 Paved parking, HSG D 38,952 80 >75% Grass cover, Good, HSG D 61,057 87 Weighted Average 38,952 63.80% Pervious Area 22,105 36.20% Impervious Area Tc Length 15.0 Description Direct Entry, The Shoppes of Chanhassen Type 11 24-hr 100 YEAR Rainfall=7.38" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD®10.00 s/n 03363 ©2012 HydroCAD Software Solutions LLC Paae 6 Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1E: Existing Site Runoff Area=61,057 sf 36.20% Impervious Runoff Depth=5.85" Tc=15.0 min CN=87 Runoff=10.05 cfs 0.683 of Total Runoff Area = 1.402 ac Runoff Volume = 0.683 of Average Runoff Depth = 5.85" 63.80% Pervious = 0.894 ac 36.20% Impervious = 0.507 ac The Shoppes of Chanhassen Type 11 24-hr 100 YEAR Rainfall=7.38" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD®10.00 s/n 03363 ©2012 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 1E: Existing Site Runoff = 10.05 cfs @ 12.06 hrs, Volume= 0.683 af, Depth= 5.85" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YEAR Rainfall=7.38" _ Area (sf) CN Description 22,105 98 Paved parking, HSG D 38,952 80 >75% Grass cover. Good. HSG D 61,057 87 Weighted Average 38,952 63.80% Pervious Area 22,105 36.20% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 15.0 Direct Entry, 1 P ✓ AN Proposed Site to Tank Underground torage 3R 2P Proposed Total Proposed OffSite (SO4 Reach Po Llnk Routing Diagram for The Shoppes of Chanhassen Prepared by Westwood Professional Services, Inc., Printed 7/24/2014 HydroCADO 10.00 sin 03363 ©2012 HydroCAD Software Solutions LLC The Shoppes of Chanhassen Type 1124-hr 2 YEAR Rainfall=2.87" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCADO 10.00 s/n 03363 © 2012 HydroCAD Software Solutions LLC Page 2 Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1P: Proposed Site to Tank Runoff Area=30,331 sf 95.55% Impervious Runoff Depth=2.53" Tc=10.0 min CN=97 Runoff=2.41 cfs 0.147 of Subcatchment 2P: Proposed OffSite Runoff Area=30,726 sf 84.98% Impervious Runoff Depth=2.32" Tc=10.0 min CN=95 Runoff=2.32 cfs 0.137 of Reach 3R: Proposed Total Inflow=2.88 cfs 0.283 of Outflow=2.88 cfs 0.283 of Pond TANK: Underground Storage Peak Elev=943.40' Storage=0.046 of Inflow=2.41 cfs 0.147 of Outflow=0.63 cfs 0.147 of Total Runoff Area = 1.402 ac Runoff Volume = 0.283 of Average Runoff Depth = 2.43" 9.77% Pervious = 0.137 ac 90.23% Impervious = 1.265 ac The Shoppes of Chanhassen Type 1124-hr 2 YEAR Rainfall=2.87" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD@ 10.00 stn 03363 @ 2012 HydroCAD Software Solubons LLC Page 3 Summary for Subcatchment 1 P: Proposed Site to Tank Runoff = 2.41 cfs @ 12.01 hrs, Volume= 0.147 af, Depth= 2.53" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 2 YEAR Rainfall=2.87 Area (sf) CN Descriotion 28,980 98 Paved roads w/curbs & sewers, HSG D 1,351 80 >75% Grass cover, Good, HSG D 30,331 97 Weighted Average 1,351 4.45% Pervious Area 28,980 95.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftfft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment 2P: Proposed Mite Runoff = 2.32 cfs @ 12.01 hrs, Volume= 0.137 af, Depth= 2.32" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 2 YEAR Rainfall=2.87' Area (sf) CN Description 26,110 98 Paved roads w/curbs & sewers, HSG D 4.616 80 >75% Grass cover. Good. HSG D 30,726 95 Weighted Average 4,616 15.02% Pervious Area 26,110 84.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 10.0 Direct Entry, Summary for Reach 3R: Proposed Total Inflow Area = 1.402 ac, 90.23% Impervious, Inflow Depth = 2.43" for 2 YEAR event Inflow = 2.88 cfs @ 12.01 hrs, Volume= 0.283 of Outflow = 2.88 cfs @ 12.01 hrs, Volume= 0.283 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs The Shoppes of Chanhassen Type 11 24-hr 2 YEAR Rainfall=2.87" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCADO 10.00 s/n 03363 © 2012 HydroCAD Software Solutions LLC Page 4 Summary for Pond TANK: Underground Storage Inflow Area = 0.696 ac, 95.55% Impervious, Inflow Depth = 2.53" for 2 YEAR event Inflow = 2.41 cfs @ 12.01 hrs, Volume= 0.147 of Outflow = 0.63 cfs @ 12.22 hrs, Volume= 0.147 af, Atten= 74%, Lag= 12.5 min Primary = 0.63 cfs @ 12.22 hrs, Volume= 0.147 of Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 943.40' @ 12.22 hrs Surf.Area= 0.041 ac Storage= 0.046 of Plug -Flow detention time= 38.6 min calculated for 0.147 of (100% of inflow) Center -of -Mass det. time= 39.0 min ( 807.9 - 768.9 ) Volume Invert Avail.Storage Storage Description #1A 941.00' 0.061 of 30.00'W x 59.401 x 5.00'H Field A 0.205 of Overall - 0.051 of Embedded = 0.154 of x 40.0% Voids #2A 943.00' 0.051 of ADS StormTech SC-740 x 48 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap Row Length Adjustment= +0.44' x 6.45 sf x 6 rows 0.112 of Total Available Storage Storage Group A created with Chamber Wizard _Device Routing Invert Outlet Devices #1 Primary 941.00' 12.0" Round Culvert L= 29.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 941.00' / 940.50' S= 0.0172 'P Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 941.00' 4.0" Vert. OrificelGrate C= 0.600 #3 Device 1 944.50' 12.0" Round Culvert L= 7.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 944.50' / 944.38' S= 0.0171 7' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 0.79 sf Primary OutFlow Max=0.63 cfs @ 12.22 hrs HW=943.40' (Free Discharge) t1=Culvert (Passes 0.63 cfs of 5.21 cfs potential flow) 1 2--Orifice/Grate (Orifice Controls 0.63 cfs @ 7.19 fps) 3=Culvert ( Controls 0.00 cfs) The Shoppes of Chanhassen Type II 24-hr 10 YEAR Rainfall=4.26" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD010.00 s/n 03363 ©2012 HydroCAD Software Solubons LLC Page 5 Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1P: Proposed Site to Tank Runoff Area=30,331 sf 95.55% Impervious Runoff Depth=3.91" Tc=10.0 min CN=97 Runoff=3.63 cfs 0.227 of Subcatchment 2P: Proposed OffSite Runoff Area=30,726 sf 84.98% Impervious Runoff Depth=3.69" Tc=10.0 min CN=95 Runoff=3.59 cfs 0.217 of Reach 3R: Proposed Total Inflow=4.23 cfs 0.444 of Outflow=4.23 cfs 0.444 of Pond TANK: Underground Storage Peak Elev=944.34' Storage=0.076 of Inflow=3.63 cfs 0.227 of Outflow=0.75 cfs 0.227 of Total Runoff Area = 1.402 ac Runoff Volume = 0.444 of Average Runoff Depth = 3.80" 9.77% Pervious = 0.137 ac 90.23% Impervious =1.265 ac The Shoppes of Chanhassen Type 1124-hr 10 YEAR Rainfall=4.26" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD®10.00 stn 03363 ©2012 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1 P: Proposed Site to Tank Runoff = 3.63 cfs @ 12.01 hrs, Volume= 0.227 af, Depth= 3.91" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 10 YEAR Rainfall=4.26" Area (sf) CN Descriotion 28,980 98 Paved roads w/curbs & sewers, HSG D 1,351 80 >75% Grass cover, Good, HSG D 30,331 97 Weighted Average 1,351 4.45% Pervious Area 28,980 95.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment 2P: Proposed OffSite Runoff = 3.59 cfs @ 12.01 hrs, Volume= 0.217 af, Depth= 3.69" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 10 YEAR Rainfall=4.26" Area (sf) CN Descriotion 26,110 98 Paved roads w/curbs & sewers, HSG D 4,616 80 >75% Grass cover, Good, HSG D 30,726 95 Weighted Average 4,616 15.02% Pervious Area 26,110 84.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Reach 3R: Proposed Total Inflow Area = 1.402 ac, 90.23% Impervious, Inflow Depth = 3.80" for 10 YEAR event Inflow = 4.23 cfs @ 12.01 hrs, Volume= 0.444 of Outflow = 4.23 cfs @ 12.01 hrs, Volume= 0.444 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs The Shoppes of Chanhassen Type 1124-hr 10 YEAR Rainfall=4.26" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD010.00 sin 03363 ©2012 HvdroCAD Software Solutions LLC Paoe 7 Summary for Pond TANK: Underground Storage Inflow Area = 0.696 ac, 95.55% Impervious, Inflow Depth = 3.91" for 10 YEAR event Inflow = 3.63 cfs @ 12.01 hrs, Volume= 0.227 of Outflow = 0.75 cis @ 12.26 hrs, Volume= 0.227 af, Atten= 79%, Lag= 14.9 min Primary = 0.75 cis @ 12.26 hrs, Volume= 0.227 of Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 944.34' @ 12.26 hrs Surf.Area= 0.041 ac Storage= 0.076 of Plug -Flow detention time= 44.3 min calculated for 0.227 of (100% of inflow) Center -of -Mass det. time= 44.6 min ( 803.7 - 759.1 ) Volume Invert Avail.Storaae Storaae Descriotion #1A 941.00' 0.061 of 30.00'W x 59.401 x 5.00'H Field A 0.205 of Overall - 0.051 of Embedded = 0.154 of x 40.0% Voids #2A 943.00' 0.051 of ADS_StormTech SC-740 x 48 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap Row Length Adjustment= +0.44' x 6.45 sf x 6 rows 0.112 of Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 941.00' 12.0" Round Culvert L= 29.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 941.00' / 940.50' S= 0.0172 T Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 941.00' 4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 944.50' 12.0" Round Culvert L= 7.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 944.50' / 944.38' S= 0.0171 T Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 0.79 sf Primary OutFlow Max=0.75 cis @ 12.26 hrs HW=944.34' (Free Discharge) t1=Culvert (Passes 0.75 cfs of 6.37 cfs potential flow) 1 2--Orifice/Grate (Orifice Controls 0.75 cfs @ 8.58 fps) 3=Culvert ( Controls 0.00 cfs) The Shoppes of Chanhassen Type/1 24-hr 100 YEAR Rainfall=7.38" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HvdroCAD®10.00 s/n 03363 © 2012 HvdroCAD Software Solutions LLC Pane 8 Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 P: Proposed Site to Tank Subcatchment 2P: Proposed OffSite Reach 3R: Proposed Total Pond TANK: Underground Storage Runoff Area=30,331 sf 95.55% Impervious Runoff Depth=7.02" Tc=10.0 min CN=97 Runoff=6.36 cfs 0.407 of Runoff Area=30,726 sf 84.98% Impervious Runoff Depth=6.78" Tc=10.0 min CN=95 Runoff=6.38 cfs 0.399 of Inflow=9.44 cfs 0.806 of Outflow=9.44 cfs 0.806 of Peak Elev=945.87' Storage=0.110 of Inflow=6.36 cfs 0.407 of Outflow=4.27 cfs 0.407 of Total Runoff Area = 1.402 ac Runoff Volume = 0.806 of Average Runoff Depth = 6.90" 9.77% Pervious = 0.137 ac 90.23% Impervious = 1.265 ac The Shoppes of Chanhassen Type 1124-hr 100 YEAR Rainfall=7.38" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD010.00 s/n 03363 @ 2012 HvdroCAD Software Solutions LLC Paae 9 Summary for Subcatchment 1 P: Proposed Site to Tank Runoff = 6.36 cfs @ 12.01 hrs, Volume= 0.407 af, Depth= 7.02" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YEAR Rainfall=7.38" Area (sf) CN Descriotion 28,980 98 Paved roads w/curbs & sewers, HSG D 1,351 80 >75% Grass cover, Good, HSG D 30,331 97 Weighted Average 1,351 4.45% Pervious Area 28,980 95.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment 2P: Proposed OffSite Runoff = 6.38 cfs @ 12.01 hrs, Volume= 0.399 af, Depth= 6.78" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YEAR Rainfall=7.38" Area (sf) CN DescriDtion 26,110 98 Paved roads w/curbs & sewers, HSG D 4,616 80 >75% Grass cover, Good, HSG D 30,726 95 Weighted Average 4,616 15.02% Pervious Area 26,110 84.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Reach 3R: Proposed Total Inflow Area = 1.402 ac, 90.23% Impervious, Inflow Depth = 6.90" for 100 YEAR event Inflow = 9.44 cfs @ 12.06 hrs, Volume= 0.806 of Outflow = 9.44 cfs @ 12.06 hrs, Volume= 0.806 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs The Shoppes of Chanhassen Type Il 24-hr 100 YEAR Rainfall=7.38" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCADO 10.00 s/n 03363 © 2012 HydroCAD Software Solutions LLC Page 10 Summary for Pond TANK: Underground Storage Inflow Area = 0.696 ac, 95.55% Impervious, Inflow Depth = 7.02" for 100 YEAR event Inflow = 6.36 cfs @ 12.01 hrs, Volume= 0.407 of Outflow = 4.27 cfs @ 12.11 hrs, Volume= 0.407 af, Atten= 33%, Lag= 6.1 min Primary = 4.27 cfs @ 12.11 hrs, Volume= 0.407 of Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 945.87' @ 12.11 hrs Surf.Area= 0.041 ac Storage= 0.110 of Plug -Flow detention time= 38.5 min calculated for 0.407 of (100% of inflow) Center -of -Mass det. time= 38.8 min ( 786.8 - 748.1 ) Volume Invert Avail.Storage Storage Description #1A 941.00' 0.061 of 30.00'W x 59.401 x 5.00'H Field A 0.205 of Overall - 0.051 of Embedded = 0.154 of x 40.0% Voids #2A 943.00' 0.051 of ADS_StormTech SC-740 x 48 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.121 = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap Row Length Adjustment= +0.44' x 6.45 sf x 6 rows 0.112 of Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 941.00' 12.0" Round Culvert L= 29.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 941.00' / 940.50' S= 0.0172 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 941.00' 4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 944.50' 12.0" Round Culvert L= 7.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 944.50' / 944.38' S= 0.0171 T Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 0.79 sf Primary OutFlow Max=4.17 cfs @ 12.11 hrs HW=945.84' (Free Discharge) L1=Culvert (Passes 4.17 cfs of 7.88 cfs potential flow) �2=Orifice/Grate (Orifice Controls 0.91 cfs @ 10.41 fps) 3=Culvert (Barrel Controls 3.26 cfs @ 4.15 fps) UNDERGROUND SYSTEM VOLUME CALCULATIONS AND DETAIL The Shoppes of Chanhassen Type // 24-hr 100 YEAR Rainfall=7.38" Prepared by Westwood Professional Services, Inc. Printed 7/24/2014 HydroCAD®10.00 s/n 03363 © 2012 HydroCAD Software Solubons LLC Page 4 Stage -Area -Storage for Pond TANK: Underground Storage Elevation Storage (feet) (acre-feet) 941.00 0.000 941.05 0.001 941.10 0.002 941.15 0.002 941.20 0.003 941.25 0.004 941.30 0.005 941.35 0.006 941.40 0.007 941.45 0.007 941.50 0.008 941.55 0.009 941.60 0.010 941.65 0.011 941.70 0.011 941.75 0.012 941.80 0.013 941.85 0.014 941.90 0.015 941.95 0.016 942.00 0.016 942.05 0.017 942.10 0.018 942.15 0.019 942.20 0.020 942.25 0.020 942.30 0.021 942.35 0.022 942.40 0.023 942.45 0.024 942.50 0.025 942.55 0.025 942.60 0.026 942.65 0.027 942.70 0.028 942.75 0.029 942.80 0.029 942.85 0.030 942.90 0.031 942.95 0.032 943.00 0.033 943.05 0.034 943.10 0.036 943.15 0.038 943.20 0.040 943.25 0.041 943.30 0.043 943.35 0.045 943.40 0.046 943.45 0.048 943.50 0.050 943.55 0.051 943.60 0.053 943.65 0.054 Elevation Storage (feet) (acre-feet) 943.70 0.056 943.75 0.058 943.80 0.059 943.85 0.061 943.90 0.063 943.95 0.064 944.00 0.066 944.05 0.067 944.10 0.069 944.15 0.070 944.20 0.072 944.25 0.073 944.30 0.075 944.35 0.076 944.40 0.078 944.45 0.079 944.50 0.081 944.55 0.082 944.60 0.084 944.65 0.085 944.70 0.086 944.75 0.088 944.80 0.089 944.85 0.090 944.90 0.092 944.95 0.093 945.00 0.094 945.05 0.095 945.10 0.097 945.15 0.098 945.20 0.099 945.25 0.100 945.30 0.101 945.35 0.102 945.40 0.103 945.45 0.103 945.50 0.104 945.55 0.105 945.60 0.106 945.65 0.107 945.70 0.108 945.75 0.108 945.80 0.109 945.85 0.110 945.90 0.111 945.95 0.112 946.00 0.112 INFILTRATION VOLUME REQUIRED = 0.069 ACRE—FEET VOLUME ® 944.5 = 0.081 ACRE—FEET TOTAL VOLUME SYSTEM = 0.112 ACRE—FEET STORMTECH SC-740 6 ROWS ® 57.4 LF (8 CHAMBERS) OUTLET PIPE ® 944.5 s" 946.0 V-2" CLEAN EXTENDS FOR CRUSHED ROCK (3) MORE ROW 2.5 STORMTECH SC-740 rSTORMTECH SC-740 STORMTECH SC-740 6" 6" 943.0 _ 942.5 .. . i. 1.5' + 1 .. 4" DRAIN TILE .. SAND . 941.0 _- I I I - I I- I II I I II I II III I III I- I I SC-740 STORMWATER CHAMBER SYSTEM LAST RENSE;07/21/14 ST16 Project: The Village Shopper of Chenherren Prof I: 2.20 Plan Dale'. Comp By. PJD Comp Data: Checked By: PJD Rational Storrs Sewer Design Tabulation Frequency Storm (yrs) = 10 Manning Coefficient = 0013 Minimum Pipe Size (in.) = 12 Rainfall Data for Two Cilies Metro Area Only Intensity -Duration -Frequency Data Obtained From MNDOT WesMeod Prohssion it Sandoes, Inc. 76N Magrem Drive Eden Praise. MN 55344 952-937-5150 FAX 952-937-5822 cover from top pipe Run Description From From I To To Area Up Inlet (Acres) Sum Area Area Time of Cona.(min Pipe Time (min Selected Tot Tc "C" CXA Sum CXA Intensity (INMR) D - Flow Q •CAI Slope % Plpe Dleli Select Dla(in, Capacity clipper(fps) Full Velocity Pipe Length Rim Ebvetion In ven Ebv. Cover Prefix • Prefix rC p M.H. Ton, RD 1 100 1 STMH I 1 1 0.19 1 0,19 1000 i 0.10 10.00 i 0.90 0.17 1 0.17 5.65 1 0.97 1 1.00 1 7.37 1 12 1 3.56 1 4.54 26 it 1 95160 1 950.30 1 946.25 945.97 4.16 1 3.16 STMH I 1 I STMH I 2 I O.00 I 0.19 it 1000 I 0.23 10.10 1 D.00 ji 0.00 1 0.17 1 5.53 1 0.97 1 1.00 I `.Jb 1 12 1 3.56 1 4.54 63 1 950.30 1 948.60 I isi I 945.34 3.18 1 2.09 RD 1 200 1 STMH 2 O.11 1 0.14 1 10.00 1 0.10 1 10.00 1 0.90 0.12 1 0.12 1 5.65 1 0.69 1 1.00 1 6.47 12 1 3.56 1 4.54 1 26 1 949.60 1 948.60 1 U5,00 1 944.72 1 3.43 112.71 STMH 2 TANK 1 300 1 0.00 0.33 10.00 0.03 10.33 0.00 1 0.00 0.29 5.57 9.73 1.00 17.49 1 18 10.50 5.94 9 948.60 948.50 944.32 944.23 2.of 2.56 W Westwood TRANSMITTAL Date: Re: CITY OR�IVED�c' JUL 2 4 2014 CHANHASWRAWNGDEPT July 24, 2014 The Village Shoppes of Chanhassen File 0000220.00 To: Robert Generous City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 7699 Anagram Dmre Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 888-937-5150 www.westwoodpsxonn From: Chad Feigum Items: No. Description 7 Full Size (2406) Civil Plan sets 1 8.5"xl1" copy of all plans 1 CD with .TIFF files of documents 7 Full Size (2406) Arch Building Elevations 7 Full Size (2406) of Building Floorplan Purpose: As you requested Remarks: Bob, As requested these are the plans for The Village Shoppes of Chanhassen submittal. Please let us know if there are any questions or if you need anything else. Thank you, Chad E. Feigum Delivery: Hand Deliver cc: File; Steve Johnson - Solomon SCANNED Lied and Energy DEVELOPMENT CONSULTANTS rlmmmmmmmmmmm Village Shoppes of Chanhassen - Planning Case 2014-24 $630.00 Site Plan Review $300.00 Subdivision (3 lots or less) $250.00 Final Plat $200.00 Variance $200.00 Notification Sign $54.00 Property Owners List $100.00 Escrow for filing fees (Site Plan AgreementlVariance) $1,734.00 TOTAL $1,684.00 Less Check 1014 from Solomon Real Estate Group, Inc. $50.00 Less Check 1016 from Solomon Real Estaet Group, Inc. $0.00 BALANCE OWED SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Date: July 23, 2014 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: August 6, 2014 By: Robert Generous, AICP, Senior Planner Subject: Request for Subdivision to replat Villages on the Ponds 8 h Addition, and Site Plan Review for a 13,100 square -foot retail building with a Variance for signage on 1.45 acres of property zoned Planned Unit Development (PUD) and located on Lot 1, Block 1, Villages on the Ponds 8th Addition (460 Lake Drive). Planning Case: 2014-24 PED: 25-8330010 The above -described application for approval of a land development proposal was filed with the Chanhassen Planning Department on July 18, 2014. The 60-day review period ends September 16, 2014. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on August 19, 2014 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 6, 2014. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy SCANNED Property Card Taxpayer Information Taxpayer Name VOP I LLC Mailing Address PO BOX 404 CHANHASSEN, MN 55317-0404 Property Address Address 460 LAKE DR City CHANHASSEN, MN 55317 Uses Tax Description Building Style Year Built School District 0112 Parcel ID Number 258330010 —11 PON D PRO Mi F Parcel Information Commercial GIS Acres 1.45 Tax Acres Plat VILLAGES ON THE PONDS EIGHTH A Lot 001 Block 001 Building Information Finished Sq Ft Other Garage N Miscellaneous Information Watershed District Homestead WS 064 RILEY PURG BLUFF N CREEK Assessor Information Bedrooms Bathrooms Green Acres Ag Preserve N N Estimated Market Value 2013 Values 2014 Values Last Sale (Payable 2014) (Payable 2015) Lard $700,300.00 $700,300.00 Date of Sale Building $0.00 $0.00 Sale Value Total $700,300.00 $700,300.00 Qualified/ Unqualified Disclaimer: This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material comained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03. Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims. and agrees to defend, indemnify. and hold harmless the County from any and all claims brought by User. CARVER its employees or agents. or third parties which arise out of the user's access or use of data provided. COUNTY Wednesday, July 23, 2014 Carver County, MN Page 1 of 1 Property Card Taxpayer Information Taxpayer Name VOP I LLC Mailing Address PO BOX 404 CHANHASSEN, MN 55317-0404 Property Address Address 460 LAKE DR City CHANHASSEN, MN 55317 Parcel ID Number 258330010 D PROMENO`OS S A A Parcel Information Uses Commercial GIS Acres 1AS Tax Acres Plat VILLAGES ON THE PONDS EIGHTH A Lot 001 Block 001 Tax Description Building Information Building Style Finished Sq Ft Bedrooms Year Built Other Garage N Bathrooms Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 064 RILEY PURG BLUFF N N N CREEK Assessor Information Estimated Market Value 2013 Values 2014 Values Last Sale (Payable 2014) (Payable 2015) Land $700,300.00 $700,300.00 Date of Sale Building $0.00 $0.00 Sale Value Total $700.300.00 $700,300.00 Qualified/ Unqualified AMDisclaimer This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03. Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claimsand agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User. CARVER its employees or agents. or third pames which arise out of the users access or use of data provided. COUNTY Wednesday, July 23, 2014 Carver County, MN Page 1 of 1 SCANNED CITY OF C P O BOX 1 CHANHASSE 07/23/201 Receipt n CLERK: As PAYEE: E 7790 Mart Naples Village Planning Variance Notificat Recordinc Site Plar Lot Line GIS List Overpayme Total Cash Check Change SCANNED Village Shoppes of Chanhassen - Planning Case 2014-24 $630.00 Site Plan Review $300.00 Subdivision (3 lots or less) $250.00 Final Plat $200.00 Variance $200.00 Notification Sign $54.00 Property Owners List $100.00 Escrow for filing fees (Site Plan AgreementNariance) $1,734.00 TOTAL $1,684.00 Less Check 1014 from Solomon Real Estate Group, Inc. $50.00 BALANCE OWED SCANNED n la v e x e e ♦ x x 1 d 4 Td Ifd f �'d IY4 /Yd rY g�g 'I II n II II II n II II II 1 u II II n u n II II II II II n II �x•�!. +. II 11 I II I II a p h i A II II = = II II II I .Y x II II II '4. 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BACYCROUND wE RMES,N FOR MH$ PROJECT PRONGED BY ME$TWOCO 2 INTEGRAL INTEGRAL NCB ! WALK PROES90NAL SERNCES, INC. \ V� 3 \` ♦ PECESIRIAN CURBflNIP ACCESSIBLE PARKNG LOGO, STRAND ! 9ONAO 2 W APHY AND LITUTIES AS MI$LOC MPLAN ARE APPROYM lE.S AND EI-EVAMNS OF p CONTRACSTING TOR SMALL FIELD VERIFY 4TE� E APP CT R SHALLL W (,: ; 1 I I / 5 PAINTED STOP BM ! STOP SIGN POST BASE FIIELD CONDITIONS AND LOCATE. PRIOR WCTON. IF I \ 6 BO LARD MY DIRCPMMS ARE FOUND, ME ENGINEER SHIXRD BE NOTIFIED SC J STANDARD WIT 91UYINN$ PAKNFMi IMMEDIATELY, / 8 9 VY HEADUTY 9NYINCUS PAAAENT CONCRETE 90Ex11K 3 REFER TO BOUNDARY SURVEY FOR LOT BEAR04M DSLEx9AND0NS AAISAi \ 10 11 SINE RACKS RAISED PLANTER A. ALL DIMENSIONS ARE TO FACE OF CURB OR EiIn WOR FACE OF WILDING UNLESS U I ,. ``'•,L 12 UNDERGROUND STORY VAULT OTHERWISE NOTED. ... %� S. REFER TO ARCHIMCWL TURAL PLANS FOR EXACT DING DAENSONS AND `` �O `\� \ \ LOCATIONS OF EATS RAMPS AND TRUCK DOCKS RADIISHALL BE SA FEET TO FACE a CURB) UNLESS OTHERNSF 6. ALL CURB RA 1 �" / $ I •j [ \ �. \\\ \ b GUSTED \ ). ALL CURB AND GUTTER SHALL BE 111612 UNLESS OTHERNSE NOTED. , \\\\ \ ``'�y i /� e � a THE TRAFFICCONTROLDEMOS SUCH AS BARRICADES WARNING Si TRACTOR SHALL BE KSP0N$I19UE FOR PRQYOP4G AND MAINTAINING cWNAL 1 61 6� SIGNS. RAGGERS MDT OF T E CONTROL SHTNE UL EMENT E TRAY T WHERE NECESSARY. PLACEMENT OF THEM DENCE$ $HALL APPROVES BY ME CITY ,..,/ T LOT Z � may/ \ AND ENGINEER E MIN TO MCDARD& TRAFFIC CM1PN CENCE6 9HNL CdlFCR11 C TR TO APPROPLWAIE YIDOT STMOARDS f > r 1 I % "g SE INAACCORDANCETRIM 9. HWINOUS PAVEMENT CONCRETE SECTIONS GI R M E RECWYENOARONOF S OF OE GEOTECHNRAL EHCMEE },f REfAIL�REST. \\ \}.y 10. CONTRACTOR SHALL WJNTAIN FULL ACCESS TO ADJACENT PROPERTIES WRONG 'R• N J ID, �. � \ \\ \` i -liL� CONSTRUCTION AND TAKE NL PRECAUTONS NECESSARY TO AVW PROPERTY DAMAGE To ADJAf£xT PRCPERTIEs b 13.652 SF i \ \ \ �s \�^\\ 11. SITE LIGHTING 9HOM ON PLAN I$ FOR REFERENCE ONLY. REFER TO UWTNG �q; \ \ " PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETALS u0 PHOTOMTRIM ` 1 T :. • .I raT )C:V - '..Z i /.0�� \ / \ \\ �, a 12. PMXING STALLS TO BE A• Min STINKS WIN TNO MATS OF PAINT Site Legend DUSTING eBlp➢g4 PROPERTY UK LOT PIE SETBACKAM LINE EASEMENT LINE CURS AND LATTER ..aaa�w.wa.w IA OUT GAB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL — — — FENCE FANCREIE PAVEMENT CONCRETE SDEWALIC HEAVY DUTY BITMNN$ PAVEMENT PAVEMENT STANDARD WAR ® 0 PARKING STALLS NUMBER CP PARKING STALLS / [] TRANSEORIIER / SITE UMTNG / TRAFFIC SIGH M1 POWER POLE . . BOLLARD / POST D "�✓" Site Notes O E Z G S A A• DOl9E YELLOW LANE STRIPE (TW.) B. M• YELLOW DIAGONAL STRIPE OF CHANHMEN r C. MATCH MSTNG PVEYENTWIIER CITY W-CE1VED Site Development Summary D MATCR EMSONG E. YATON EIWSTING CONCRETE (WALK OR ORNE) s.4 -..... O T _ .. -'\ PROPERTY AREIc 61.05) 3 (Lb AC) KUT TUMINOUS _ STANDARD DUTY PAWMENT AUG 0 5 2014 O `v N. BITININWSMPAW ENT EDES DUTYY 1 0. 'T(RY`-J- l:J � — PERNNS SURFACE: WPERNOUS SURFACE (RATO}. 5,965 SF UESZ) 55,09Z V (90.ZX) 1. CONCRETE SIDEWALK AND "TING (INFER ARCH. 1 STEPS AND HMORNL (SEE ARCH. PLANS) PLANS) �e a y�yW,Ww+ * '•�'I" \ / __�. ,\ U SZE: Si N. PLAXTED AREA CHANHA%ENJ_•1•"" Y 1 WRDING NGUEgHT:OSS 13,6N L. TRASH ENO09M WADING USES: RETAE k RESTAURANT AIL PYLON SON • POT:NTAL SEAT COUNT: a370 N, NONILMENT SON �� ', LAKE DRIVE EAST - \, • PRORCTED NUMBER OF EMPLOYEES iBD 0. TEANSfOR1ER WIDEN, PAD ORLIER PAD .. - PART NG SPACE/ORW ARE: 9' WIDE X 18' LONG 25' ASE PAW _ PARING RATS REOUNEYENT - CITY OF NAHASSFN O R. RETAINING WA- RETAIL 1 SPACE / 200 SF OF &M. T. EMSTNG IDHT CURB RESTAURANT W/ UNGR: i SPACE / 50 Y OE BIOG V. E%15TNG SIOEWALN RETAIL (I.122 / 200) 20.61 SPACES N MSTNG TRAFFIC 913NAL 50) INUX T UO TON TOTAL BPACES REIXRREO: 210.85 SPACES )L STEP IA TO 51DEWAR Y. EXISTING SHELTER 020' AO' 60' . PAPROP PMNOED: 131 Z. EEMCE F EXI�4RNG ON 97 A6 NOT FOR CONSTRUCTION EMSTNG ON STREET: 50 e V' age oN/u onm is Pidd. Shoppes of I >uR •�orw® _� I Chanhassen Retail, LLC Chanhassen I civil Site Plan B�M..r. 1. WH•w A. Ta)�m �+F°• or �A Y—IY IINa M..•Nsr TkNmdmkW.DM ❑%—Ni,,,, AW 02014 Wn1.oW PYoA M Id sNrMA, Inc " EM TVAU LINDEN � WES TO RERAN j BEIH RAMLYS MUERNEATH (TYP.).: LAKE DRIVE EAST Col 48 H— .Nor. 6991,14 all Gr cd)a)1.cIBm L NRPI Gwod Mr P, PI"t Sobedole ` CCOE DIY. CDYYQI/I OTµNC NAPE SIZE SPACHG O.C. SON ] Y/m Nmp . 0. burndnw w. vwms 'RKda J.S• 00 AS SHORN / W. I J.—d Laam / I u APIN.—'BwlegE' as• BB As 91D1W / \ 'KgvE As SHMIN / `\ MPy I N� P / Nmw —1.d J• BE . A fw ..' Bias / 8e1.. , LAUD Ninp 6MT. BE QUYP AS SHORN /J SCJ J S—AR.Mid./.m ... S Ak`' DC S'RO. PUT A' -WOG f� uy 0 Cmgwl Am.rtm Gv4.�NA.. Vi — / Viumun YiaWm Cmpwlo J XT. PDT A'-O' oC S Kc w YPni —1 / R. dp-. »• HT. PDT S-V oc. \ Kp 14 w<k fb Cvnm etamderd 'Fvdi Jf HT.PDT Y-0' O.c. Am 49 Micpt Spdrdm Odyiy vwdia Ayiml Spvtlm' W. 1 C.T. IT O.c Km IJ MggJ RpLvn PoyiV TX—.. NmMR' RNUHni NO 1 CDNI W O.G - R91 12 Rdpl Lmdvd No I / Xmlp Rep SPg W. 1 CART. W O.G 30 No1 fd.al. fnlnv Rm0 Gdm / CdwnagMo mtillodN.I faPrt.�NO 1 CM i. N' pL. NOTE: QIANTITES ON RAN SUPERSEDE LIST g1µFTK1 IN THE EWN1 OF A "S PANCY. Plan6* Note 1. CONTRACTOR SHALL QNTACT COMMON CAUND ADµCE AT 811 OR L 811 CUM TO WRIFY LORMFORs M ALL UN4AQHUNO UNLMI PKKN TO ASTAL AUGH OF ICY PLANTS OR LAM ME YATERI A 2 ACNK LMAOON OF PLANT MATERIAL IS WB£cT TO NERD AMU SITE CONpTONS. % A S. XD R/JITWG WILL BE xST.W£D LNM ALL 4AAWHG AND [ONS1RYClIOI HAS ODI CLVREIfD N THE NYEpAIE AREA •✓ \ .� �� A. ALL %BSTNTONS NAST BE MPROWO BY THE LAMOMG AApNECT PRIOR TO p911SSOH M µY OD AMD/YN OLOTE BY \ % ! // THE LMIOSCAPE CONTRA.., R., 5 CONTRACTOR RNA1 RIOML TM WAR GUARANTEE OF N PLANT MATERIALS. T14 ORMANYE BEGINS ON THE DATE OF THE A 1 LANURMPE µOATECYS OR OWG'S MITTEN AWEPTANM OF THE NTAL RMITNG RERACEAEMT RMHT MATERIAL SHALL HAW A ONE TEAM WMµIEE COMENONG UPON R.WTMG RMYS 10 BE sPEOYEH WAGE. YMMESOTA-GAMIN ./OR XMDY SKUYfH (AIDE 41ML ApY1E 10. BJi IS HOT IARIEO BY. WE EOLGMNG sTM / V A �> • TS Al OI YS RANOGRE ML PLANTS SHALL BE ME FROM SHALL BE FREE FROM DRA. PESTDS. ERN ABLE GAPS, HOLES. OR C6OYlES AV PLANTS SHALL BE FREE FROM WOMEN OR DEAD BRANCHES RANTS EHML HAW HEAW, XEALMY MANURING MO TEA MQ CONIFEROUS TEES SHALL HALE M ESTABLISHED YYH LEADER AND A HEIGHT TO RUTH RAW OF NO LESS THAN YS MAP 4 EI151WG YMLE 1NiE ,- \�O ]. PLANTS TO MEET AIERICAN STANDARD FOR NURSERY STEM (MS I80.1-2004 W MOST CURRENT YROSION) REGOREYENTS FOR SIZE ME TYPE 9'EOOFO. _ / IF RANTS M BE NSIMLED M I£R YNA k µ9 9M9NN MMUNG MACHOS B. ONLY 91/1L BE IMMEDIATELYRM1ED M MM VPRIVAT SINE. PROPERLY XEFL-IX MATERIALS K XECE$$MF11ta Y; 1PpiY ONLY / _ \ WE i0 \\ // " 10. MAIN TO ALMUNG TIOLO YUYY THAT THE WOT COIM/ACOT FLAIR 5 LOCATED AT THE TOP OF THE BALLED IF BURLAP 1. MU. THEBHIID At DOWN TO MAE BODY CQ.LM/IADOTSHALL IF SISSPLµTED. RERAN (TYP.) / d1RLM WEWE THE ROOT cOLARFO T RANI BE EWN OR SUH TR ABOIEFFANSHCO GRAM. M WEN TOP OF BO6M ON 89 YAlp0AL5 KNOW POT ON POTTED RANTS, SPLIT AHD SEAL APART PEAT POM fbND { /�/ ��� IJ. AINE AS NECESSARY -PEA STANDARDxVM RSTY ACTCE MD TO CPNCi WON BRMNH OG OF EXISTING µ0 PROPOSEDT2ES 1Y/ M i / / CRAP ALL 9100M-BANNED FREES - FASTEN TOP AM BUTTON. KNOW By APRIL IST Il. STAINING O FREES AS REWIRED: REPOSITION. 0.WB AND WANE E NOT RINB AFTER ONE WAR yr iiS� 6// \ IS. TIE REED FOR YR SHALL BE DETERMINED UPON SITE SPL AIM i0 RINTNG. LANDSCAPE ONN .. HUFFYAMENDMENTSLAND SO L. RIME CONTRACipi SHIRR Np1W LANDSLAA MOYIECT FOR THE NEED ff MY $GL NIFNpENI$ Y / 16. BAMFN1 SUL AND R PSQ TD ADHERE TO AN/DOT STMOMA SKOFI MN W77 (SELECT TOPSOL BORROW) AND TO BE / S// EMISTW 0. ME SFROM SITE E OF ROOTS. GETHAN LARGER E INCN. RIBSOL WRITS. AND LARGE NEEDS UNLESS SPECKLED OTHERWISE. MIAMI DEPTH TCPSOL FOR ALL LANK MASS AREAS ME 1$ DEPTH TWSGL FOR FREE, SHIRE M APEENMALS %i IJ. MACH TO SH AT UREE. $X NR MO YALMTMMQ AREAS AND SINS RM1NG ®5 SHALL XAYE i M... E USED LEPER O" 9HREOLEO XARAYAYR ROM. 91RElARO XAROMN WLM i0 BE USED taWNp ALL AM3 MTXIH NM AREAS ED SOO PERENWAL MD ONMRNTK MASS BEDS SHALL RAW 3' LEPER SHREWED HARDWOD IAULM ANA-M TO BE FREE OF DEPTH / 'T fJrJ DELETERIOUS YATEWN. MD MOED MED. M APMOWO WI-CH ND fMNC TO K APPROYEO BY OMER AIM TO i NSTMLATON. Mh01 TO MATCH EMSTNG CONN. MINE APAICIHE). II. ELOHG TO BE CWYEROAL ARAM VALLEY -NEW SLAM pMMo (M EQUAL) POLY EGGING M SPADED EDO, AS INOCATEU. 1� 0 ZO' AO' 60' 19. AL UISTLFI AREAS TO BE SAUDI OIESS OTRAMSE MORD. 4M TO BE STANDARD W. MOM AM NAAO1 BLLEMASS NIX WE OF LAM 'REEDS. ALL TM50. MEAL TO BE NAMED TO KNOW )UNR'S AND EN p DRMNAO. SfPES OF AT M GREATER SHALL M STAKED. IF NOT NpCATEII ON LAWSCAPE PLAN, SEE EROSION CMTR0. AM. M PROMO wpGTb1 TO ALL RANTED AREAS ON STE. RROJO1OH SYSIEY TO BE DESGN & BY LAIDSCME CONTRALTO. LMDYAPE CONTRACTUR M ADADE SNAP MARDS M LNDSCKE Mro9TECT FOR APPROVAL AIM TO INSTALLATION OF YWGTION SYSTEM. CONTRACTOR TO PRONDE OPERATION N..% AS -MILT PLANS, W NODAL PROM.W WHG SYSTEM SHALL BE MNTMRED AND HAW SPRING STIRRUP WRING FIRST TEAM OF OPERATON. SYSTEM SHALL HAW ONE-YEAR WANRµTY ON ALL PARTS AND LABOR- ALL INFORMATION ABOUT INSTMLATON AND 501EWUNG GN BE OBTAINED FRY THE GENERAL cMRNACTM. Ji. CONTRACTOR SMALL M NAOE NECESSARY WATERING O RANT MATERIALS OHO THE PLANT O FULLY ESTA$ISHIED M IRRIGATION SYSTEM IS OERATONAL OVER YLL NOT PWWMD NATAL FOR CONTRACTOR CITY OFC/C�H�A`EDN1 HHAAS8EK.o°o:L MCONMSfRU�C¶O"N �ED AS IEGWED FM MY ROADWAY BOO£VAOH YEAS ADJMENT TO THE SRE RECEIVED JS REPAIR ALL DAM. TO PROPERTY MOI INMTMG OPERATORS AT NO COST TO .., AUG 0 5 2014 CHANHAMPIAMADEFT NOT FOR CONSTRUCTION p.m 07/24/14 S— O OF 8 Shoppes of sMM aQf rm ,. rrA Chanhassen Retail, LLCiR Plan NbKwnod 06,> � w_ � .. Chanhassen 11 10 9 8 7 6 6 4 3 2 1 in � gg W f� g 3rJ'-0' r rB'-e' p'-B' 10'-0" iB'-a" ]J'-0" 1Y1'-a" IB'-a• rB'-B• Seb" N'-6' r 21 6 01 11 Qs 10 9 8 I I 5 4 3 2 1 U D Q E H C F D T B H A G E C H A F T J T D F T B G E T H n EAST ELEVATION es�gg t Azo = = Y=Fjig; i T T I 1D 1, •e: U (CQSi .{ Z z WE3T ELEVATION m m Q o Q Q a `m o CO L I J A Q RMON5 .al.d,� „,m.. fIEV � /J/ -0 i i - I I 8 w r� u�m• T.O. 4IL FLCic - •FIEY � It -I Qi Q LQ MWE14e I.0. BlL1"K QEV � /1J-0 C T.O. S2WE fIEY � IOl-0 PRELIAP0N5MINARY FLOGR (ELII ELiV �1 NORTH ELEVATION KEY NOTES a .SOUTH EL EVATTON � �� �. 'E a JuDArzo1s p �K O RMSW. ,� ©�,� ,,�E o EYV o . $EAIHMC o ANN AW A2.0 © EIFS ©LYAS/NJW SiPPCfAd:l OJ CECQRAINF WAIL SLMKf NOIF' SEE CMl PLWS iQ4 Nii0FAN1KW FfGWCMG GFME LIW.G6 NUVC FAST < 1161 9CE Cf BU9LtlK El u-a.4i sR ppp��r �q ❑ xo. ro wue 13133 0 0 m 0 o 0 0 0 0 0 0 o ©©o 0 0 0 © o o© o o© o 0 0 0 0 00© 8101 9AGE SIGNAGE n EAST ELEVATON Q Q 2 WEST ELEVATION ?014 SSE NPLANMN Of g c m r N I o W d J U I - - - - PRELIMINARY ¢[v- 1m -a ELEVATIONS NORTH ELEVATION KEY NOTES 3 SOUTH ELEVATION DATE V-0" o 20 1/8" _ V-0" 18 JULY 2014 OA 6wxx QD vnvw. IETN till ©cunN20 Awr ❑ evert/® m o cmu o � oRFAPAaWAM ❑aam¢c A2.0 © EI.IS ©GI44/KLV 5/CIIEfRPV/ O IXLGGIN£ ICYL SLIMCE ❑ IS-ML Ri 1 133ND AOtcS LM RNb ![YP NLVUI.IRNI °Ei..PMY' CR.OE Cx4Y.'6 NLNf' FAST f •E5J StlF (Y BI410a.0 ❑ irtr m rKe P7 1 W Westwood TRANSMITTAL Date: Re: August 13, 2014 The Village Shoppes of Chanhassen File 0000220.00 To: Robert Generous City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 From: Chad Feigum 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 888-937-5150 www.westwoodps.mm Items: No. Description 1 Full Size Plans (Civil Site Plan, Landscape Plan) 1 Reduced 11"x17" Plans (Civil Site Plan, Landscape Plan) Purpose: As you requested Remarks: Bob, As requested here are the revised plans for The Village Shoppes of Chanhassen that Steve Johnson wanted to get over to you today. I emailed you the pdfs earlier, so if you have not received them yet please let me know. Let Dan Parks or myself know if you have any comments or questions. Thank �you, I.Iu, Chad E. Feigum Delivery: Hand Deliver cc: File; Jay Scott - Solomon; Steve Johnson - Solomon Land and Energy DEVELOPMENT CONSULTANTS 11MEMENEEMEMEN 02014 'MOat,00d Prole-d Seni, Mc O Site Details 1 M12 CURB t BUTTER 2 INTEGRAL CURB It WALK 3 PEDESIRINN NRB RAMP / \ 4 ACCESSIBLE PARKING LOGO. STRIPING. t SI(NAGE \ 5 PAINTED STOP BAR t STOP SON POST BASE \ 6 B0.LARD \ T STANDARD WTY BITUMINOUS PAK ENT \ 6 HEAVY DUTY BITUMINOUS PAVEMENT \ 9 CCNFAETE SIDEWALK 10 BIKE RACKS \ 11 RAISED PLANTER \ 12 UNDERGROUND siMY VAULT \ \ a \ - Site Development Summary PROPERTY AREA: 61.057 S (L40 AC) PERVIOUS SURFACE: 5.965 Y (9.a%) IMPERVIOUS SURFACE (RATIO} DUIUMG GROSS SIZE: 55.092 SE (90.M 11634 SF • BUILDING HEINT: 31'-4' WILDING USES RETAIL t RESTAURANT • POTENTIAL SEAT COAT: A370 ST'; i��S., • PROJECTED NUMBER O EMKOTEES TOO • PAWING SPAO/bRIK AISLE: 9' WIDE X 18' LONG. 26' AYE • PARKING RAIN) REOU REPENT - CITY O OIANHA55FN RENAL: 1 SPACE / 200 SF O BLOG RESTAURANT W/ UWN: 1 SPACE / 50 SF O BLOG -- RETAX. (4.1n / 200) RE 20.61 SPACES a— TOIA SPACES ILEWBEO: SPACES 21065 SPACES • PARKING PROVIDED 131 PROPOSED 35 "SING N SUE: 46 COSTING N STREET: 5O General Site Notes CPE 48 Hm.s 6elwa i99n9: 811 OF Gd1811.GOm C .. Ground Anima I. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WSTOWD PROFF54Nµ YRNCES. 1.0 2. LOCATIONS .0 ELEVATIONS OF MISTING TOPIXAAP4Y AND UTILITIES AS SHOWN ON THIS PLAN ARE APRtOKIMATE. CONTRACTOR SHALL FIELD VERIFY STE COMMAS AND UTNITY LOCATIONS ROOt TO EKCAVARO N/CONSTRUCDON. IF ARSE DISCREPANOES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEOATELY. 1 REFER TO BOUNDARY SURVEY FOR LOT BEARINGS DIMENSIONS AND AREAS A. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OIIERWSE NOTED. S REFER TO ARCHITECTURAL PLONK FOR EXACT BUILDING DOENSWS AND LOCATONS OF EMTS. RAMPS, AND TRACK OWNS. 6. ALL CURB RADII S NKL BE 10 FEET (TO FACE OF CURB) UNLESS OTHMNSE NOTED. T. ALL CURB AND OUTTER SHALL BE M12 UNLESS OTHERMSE NOTED. 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRONDNG AND MAINTAINING TRAFFIC CONTRDL DEVICES SUCH AS BARRICADES WARNNG SIGNS DNECTINµ SONS. BAGGERS AND LINTS TO CONTROL THE MOVEMENT OF TRAFFIC MORE NECESSARY. PLACEMENT OF THEY DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO IUCEMEHT, TRAFFIC CONTROL DEN S SHALL CONFORM TO APPRCPMATE AFOOT STANDARDS, 9. BITNINWS PAVEMENT AND CONCRETE SECTIONS TO BE N ACCNDANCE WTH THE RECOIMENDAWNS O THE GEOTECHNICµ ENONEER ID CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES WRING CONSTRUCTION AND TAKE AL PRECAUTIONS NECESSARY TO AMD PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. STE LIGHTING SHOFM ON RAN IS FOR REFERENCE DAILY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR STE LIG ITNG DETAILS AND PHOTONETRICS 12. PARKING STALS TO BE 4' WHINE STRIPES WTU TWO COATS O PAINT Site Legend — - - - - — PROPERTY UNE LOT LONE YTBACN LINE EASEMENT LINE CURB AND GUTTER TP OUT CURB AND GUTTER POND NNMµ HATER IELEL RETAINING WALL —•—•— FENCE CONCRETE PAVEMENT 0 Q CONCRETE SDEWALK HEAVY DUTY BITUMINOUS PAVEMENT O STANDARD DUTY BITU HMJS PAKIJEIT ® NUMBER OF PARKING STALLS QT MANYORMER 11F STE LNNTNG TRAFFIC BIN POWER POLE ° BOLLARD / POST Site Notes O A A' DOUBLE YELLOW LANE STRIPE (TYP.) B. 4' YELLOW DIAGONAL STRIPE C. NATION EASTING CURB t GUTTER D. MATH EMSTNG PAVEMENT E. NATb EMSNG CONCRETE (WALK N DOW) F. SAWAIT t MATCH EMSTING BITUMINOUS G. BITWINOUS PAVEMENT STANDARD DUTY K BITWINOfi PAVEMENT HEAVY DUTY 1. CONCRETE SIDEWALK AND JONTNG (REFER ARCH. PLANS) 1 STEPS AND HANDRAIL (YE ARCH. PLANS) K. PUNTED AREA L. TRASH ENCLOSURE N. PYLON SIN A. MNULENT SIGN a TRANSFORMER SWTN PAD P. TRANSFORMER PAD O. PAM R. RETAINING WALL S E4STING CONCRRE CURB T. EMSTING UGHT U. EMSTNG SOEWµK V. EMSTNG TRAFFIC SIGNAL W. LIGHT LOCARN K STEP UP TO SOEWALK Y. BUS SHELTER 020' <O 60' Z. FENCE ,_ I I v I � � Shoppes of �. Chanhassen Retail, LLC 08/1" w lel9 _ 15® WKIIILvd A. Chanhassen . t@T ssTas E'tNKE4Km lN4 NOT FOR CONSTRUCTION DWI, O7/24/14 s C4 DP 8 Civil Site Plan e2014 wvtsee P1eY®tl SMVIe4 N& I / 1 SOD EXISTING LNCEM — ' 1REES TO REYAN NTH DAMLYS s(NpERNEATH (Tro.Y L \ RETAIL/REST 13.652 SF wag \ Ig-ALC EDGER AREA TO BE SODDED M SEEDED MTH uN/DOT SEED MIX 25131 P057 CONSTRUCTION. LOT 2 COX 48 Hcwa t ftwe Egging 811 Or Ge8s11.coML LX,y, n GWnY MiMce Plant Schedule %µ CODE 0".. COMMON/BOTANICAL NAME SITE i ADING O.C. / \ R0. I Baiae L / iin 9My Wwe / 1. 4 Mevl Rum / pvlua caoyMu 'NFR.pI ♦ F L HY Bc[f / Ba u 0 n SmntiO Jnw / AA`*m. awn0 JB D. gwww ynaoul p a� 1 / NLea 4wum 9 SOVWe p0yil / Han —. ALmc01 SPv —NO Y ` \ Fwtxa Reee GBs Gan NOTE: WANTMES ON RMl 511PERSECE LIST WANTITES IN ME EVENT OF A MSCREP/JKY Planting Notes 1. CW1NAcrW SHµ1 Cp1rACT CpYlgl p(pW0 "ANDE AT ml W CµL81I OEM TO KAFY LOE,LIIMS T, M, MOTHENgWp \ \ \ \ %\ \ UM1TE5 PRIM i0 NSTNUIgI W MIY Rµ TS OR LAIIOSLAK YATENN. \�.\ / \ 2. ACNµ LOCAPM W nAYT YAiflEµ 5 A9,ER r0 FlFt➢ Axp 91E CpIp110NS \ //\//y�� \ \J�/ \\ \ `'\ 1 x0 RMPHC wu N INSTALLED UNTIL NL MATING AND CMSMUCTIM HAS KEN COYPaTED w THE XWEAM µ¢A \/ y// \ / \ \ ``\!` ♦. Nl 91BSlINTCNS W5i BE ANAXTWO BY THE LMDSXJJ[ NX04TECT Rppt r0 SaUnM W ANY W µp/M gL K BY l�,)�l � \ \ _/ M VJIDSCAM CONTRACTION. i NS ON THE DAM 0' THE L OSCMEwARCHIIECmTS M OYNER$'MiIT1ENAICCF➢i.WW W THE RITµME OF ALL �T µRANTWfi. S, THE WRER MCEyFNTGRMIr AlpxN 9iN1 \�� HAW A ME MAN WMANTEE COMMENDING UF`C RAN . & N1 R,VITS TO K 9{OYpI MACE. MNNEy TA -GROW AVOW HATE, 9Ep1p MIRK ylNy ATMORE TO. SET 15 NOT Ll- BY. THE Fg10MNG STMIOAw)S \ NL RANM SH H FREE ALL KAN FROM gYASE PESTS, WI SCARS. ETC SNµI W FREE FRW NOTTE'B. GAPS xOIES M CEFCRYTIES µ1 RAMS 91/LLL BE TREE 'THOUMMEry W IQ MANMES \ ' ✓/ ALL RANTS SIAL HAVE KAW. HEALTHY BRANCHING AND LEAFING. RELOCATE ES6TNe LIKENZE TIS )ES1VE S HAAN ESWS TAED MAIN a. µD A MIGHT TO MOTH RATO W NO an THAN k]. YMLF ME ). RANTS TO MEET ANEMCAM SLLVOMN FM NURSERY STO ( (µ9 OH11-2W♦ M MOST gMRExT WITSM) REWINEYENTS FM SEE AND TYPE gT:CINEO. c \\\a \ ( 6 KAX"1S TO ff TIE MUC AS INLEN, MNA f INS SiAN _ AT `LASITE FA R1KMEi c• \ \ % \ 9. RMIS 91N1 S N1EGAlRY RµlEp WM .VA_ AT 92. NiWE$Y REEL -IN NAIENAS K XE255MY; TE.LR'IRARY \ \ ONLY EMS TREE TO ` \ � 10. MOOS M R.WTNG, FALL LENFv THAT THE ROOT COLLAR/1TO0i ft. IS LOCATED AT ME TW W THE BALLED & BJRAP REMAN (Tvj \ \ 1RFE. r INS IS NOT THE CASE. 9yL SHALL BE REMBE➢ DOYEN TO ME RaDT Lg1M/ROOr nNR_ ME)1 THE BALM 9AEM ME IS RANTED. ME ROOT c0.Lµt/AOOT RNR SIML BE EKN M $LEHTLY MD,, NNSEO ONA E. 11. WFN 1(P W d114M M M YAT.tlµS: REMpLE MT M POLrEL RAN15: WUi AND wEAN /BAgi RAT POTS 12, PRUNE RANTS AS NECESSARY - TER STANDMO NURSERY MAOIIR AM) r0 CMIiEOT PpOR TRIMMING M EXISTING µ0 v PRCPDYD TMEs / / f 11 MK ML sYD]M-BMb3D TREES - FASTEN 1W AND BOTTION REMOVE BY KwL 1W.. SL,V(wG M 11EEs As REdMEO; gEPO.iTM, RMB AND STONE K NOT RU4R AFTER ME 1EAR, / 1& THE KIM FOR SOIL AMENDMENTS 91ML K DEMNIIINEO 11PM SIZE SOL CONOTON PPoM TO RINING. L. L4AMACTM SALL NOT6Y 1ANXSEAlNE ARONTEOI FOR THEMEEO W .1SEEMENpy[ry Ii 1& BAAOYL 5y AND TWSQ TO ACHOK TO YN/¶Oi siIN0AlE1 9{BPo[ATIRA ,y)) ($[CT TWSOL BVNOw) µp i0 K \ / ETpSING TW 59L FROM 9rE FREE W ROJTs, Ra«s LMGFA THAN ME INM. wpsaH DE AND LATME REDS THREES ' Y WEPFIEO OTHERASE. MINIMUM " DEPTH TMSGL FM ML LA. MASS MEAS .0 12- W➢M TW,OE IM ME. H,,An { y( .WO RMNWµ5. 5W 1 SOX /<S c\ j' / 17. NNM TO GE AT ML ME. 51M1& pE)EHNµ. AND YMIICXANfF MEAS ME AND SHRUB RMITNC ®5 SAL HAW 0 iii///11f DEPTH W SHIMMED MENDED) NAM. S9EOCE➢ HMgXCm WLM TO BE US➢ Mq)xp ML RMI15 NTM TITS MEAs. \ PERDNµ µq MHAMENTA MASS BEDS SHALL NAVE 2' OEPM 9EEOOEO HArSEE MOUNT A MULM TO K FREE W JY CfIEIEPoWS YAIEFIA AND C0.MED ffEO, M APPROVED EWµ. YULM ANO FABPoC i0 BE NPROLEO BY DINNER PPoM i0 � �~ fff INSTALLAT M. MULM TO YATOH TASTING CONDITIONS (TALENT APPUCA$£). f .. 42-µC � .. /ff � 1& EOW�C TO BE CMYFRCIµ MAW VNLEv _NEW aACN DIALHNO (M TWA) P0.Y EDONG M 9•Atln F1Ns Ac wnra.rn / 4-FW EDGER IS-ALC LAKE DRIVE EAST - X 1 E 0' 20' ♦a 60' "ONA".s (MERE 1& Au 0511.YHED AKAs Tp K sOCCEpS UNESS p LANI NATO $NA ED TO srA1NAlD YNNESOrA pgM1 RIq HAABr dlEM A4 MZ, ftEE W UMI MEEpS. Ml iWSDL MEA$ i0 9E R/J[Ep TO REYpK pE9x5 IRO EN9JK M.VNAGE. SWEs W ]'1 M GREATER 91Au BE STAKED. r NOT WpCATEO M LAWTSCAR RAN, SEE ER09M DON RAN. 20. %10NpE IRPoGATM TO ALL RANTED WEAS M 4)E. WPoWIIVH 5Y51ry ip BE OESM/BIpID By LANpSCAR CONTRACTION. LAXDS` A E CMTRACTM TO ZONMD SSA MAMxGS r0 LMOSCAR /N0111ECi EM APoNpvA yeM r0 — OTXXTIQI IRRITATION YMSPoSp AND 9HMENG SLM OIIAMNR FITION RST WAS WASM WIIMAL% AS -EXALT £ W J1 ERA HEHAWMRY SNMLANOMNAK ME_KµttHE MMAANR M ALL PMTS AND LABOR, AL INFORMATIONABWT IHSTALLATM AND 5CNEWLING CAN BE MTANED MOON THE WHET. CMT2ACTM. 21, CMMKTM SHALL .0. NECESSMY MAT:MNO 0, RAMi YArEPoµS MM THE KA, IS NLLv ESiAN19Ep M X1MW11R1 SYSTEM IS WpiATIMA. O MER ALL MCAT TTIE p MAWR FM OMM.. 22. RE'.. 1ERAOE, M MWlE SDD/SEE0 AS MWHa ION My KA0MAY BMLEIANO MEAS AHACERT r0 THE BR DSNM£0 DaNNG CONSrANCTON, 21 REPAIR ALL DAAH E TO MB RTY FRM RAHTNC WERATONS AT NO COST TO (AMEX Shoppes of h Chanassen Retail, LLC & »a- Pu ssD, Md wd N Chanhassen w wwwrMa" ar MNM_ '�`� td®aOORYX. RW SS.LS E]uahaNXm. IIIJ NOT FOR CONSTRUCTION D.z 07/24/14 m O W 8 Landscape Plan 02014 Westwood Professional Services, Inc. 0 Site Details 1 8612 CURB & GUTTER 2 INTEGRAL CURB & WALK 3 PEDESTRIAN CURB RAMP \ 4 ACCESSIBLE PARKING LOGO, STRIPING, & SIGNAGE / \ 5 PAINTED STOP BAR & STOP SIGN POST BASE 1ID / \ 6 BOLLARD \ 7 STANDARD DUTY BITUMINOUS PAVEMENT / \ 8 HEAVY DUTY BITUMINOUS PAVEMENT 9 CONCRETE SIDEWALK I \ \ 10 BIKE RACKS \ 11 RAISED PLANTER / \ 12 UNDERGROUND STORM VAULT OS E K _.00 IL O I. 1- a a • a - RETAIL/REST. PA 12 34. 0' 13,652 SF E 9 W a- - . 5.0' O O 1 o C R> ® 1s •O- a, 1A.3' 18.0, 41 35 STALLS �c- 42.3' J 9.0, DEG \ T ® • K T P .a J R 4 18.9a- 26.0' 1 a 3 4�� 0 `x .a k. Xr Z x (DR Q- " d 4'° 5.4'a a 0 U , O 1 Westwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 553" PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 www.westwoodps.com LAKE DRIVE EAST I hereby certify that thin plan was prepu*d by M or under my I Revi� direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of u'nn•aa. 08/04/14 CHANGES PER CLIENT COMMENTS 08/13/14 CHANGES PER CLIENT COMMENTS Daniel Parka I Date: 08/13/14 T i..nn.e No. 18919 18 0'1 O� RS0 18. ' 0 OD H 26.0' O O• \ Q1 �RS 0 01C K 18.0 10 \ 5 10.0' Deaispted: PID/CW Checked: D?" Drawn: MIN Record Dnwing_by/date: Site • PROPERTY AREA: 61,057 SF (1.40 AC) • PERVIOUS SURFACE: 5,965 SF (9.8%) • IMPERVIOUS SURFACE (RATIO): 55,092 SF (90.27.) • BUILDING GROSS SIZE: 13,634 SF • BUILDING HEIGHT: 31'-4" • BUILDING USES: RETAIL & RESTAURANT • POTENTIAL SEAT COUNT: ±370 • PROJECTED NUMBER OF EMPLOYEES: TBD • PARKING SPACE/DRIVE AISLE: 9' WIDE X 18' LONG, 26' AISLE • PARKING RATIO REQUIREMENT - CITY OF CHANHASSEN RETAIL: 1 SPACE / 200 SF OF BLDG RESTAURANT W/ LIQUOR: 1 SPACE / 50 SF OF BLDG RETAIL (4,122 / 200) 20.61 SPACES RESTAURANT W/ LIQUOR (9,512 J 50) 190.24 SPACES TOTAL SPACES REQUIRED: 210.85 SPACES • PARKING PROVIDED: 131 PROPOSED: 35 EXISITNG ON SITE: 46 EXISTING ON STREET: 50 Prepared for. Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 S Call 48 Hours before digging: 811 or ca11811.com General Site Notes Common Ground Alliance 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, INC. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 12. PARKING STALLS TO BE 4" WHITE STRIPES WITH TWO COATS OF PAINT Site 'Legend EXISTING PROPOSED - - PROPERTY LINE - LOT LINE SETBACK LINE - - - - - - - - EASEMENT LINE CURB AND GUTTER -------------- - TIP OUT CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL -X-X- FENCE CONCRETE PAVEMENT CONCRETE SIDEWALK 0 HEAVY DUTY BITUMINOUS PAVEMENT 0 STANDARD DUTY BITUMINOUS PAVEMENT s5 NUMBER OF PARKING STALLS 0 TRANSFORMER �}E SITE LIGHTING TRAFFIC SIGN POWER POLE ° BOLLARD / POST Site Notes O A. 4" DOUBLE YELLOW LANE STRIPE (TYP.) B. 4" YELLOW DIAGONAL STRIPE C. MATCH EXISTING CURB & GUTTER D. MATCH EXISTING PAVEMENT E. MATCH EXISTING CONCRETE (WALK OR DRIVE) F. SAWCUT & MATCH EXISTING BITUMINOUS G. BITUMINOUS PAVEMENT STANDARD DUTY H. BITUMINOUS PAVEMENT HEAVY DUTY I. CONCRETE SIDEWALK AND JOINTING (REFER ARCH. PLANS) J STEPS AND HANDRAIL (SEE ARCH PLANS) K. PLANTED AREA L. TRASH ENCLOSURE M. PYLON SIGN N. MONUMENT SIGN 0. TRANSFORMER SWITCH PAD P. TRANSFORMER PAD Q. PATIO • R. RETAINING WALL S. EXISTING CONCRETE CURB T. EXISTING LIGHT U. EXISTING SIDEWALK V. EXISTING TRAFFIC SIGNAL W. LIGHT LOCATION X. STEP UP TO SIDEWALK Y. BUS SHELTER 0' 20' 40' 60' Z. FENCE NOT FOR CONSTRUCTION The Village Date: 07/24/14 sheet: C4 of 8 0000220SPP01.da Shoppes of Chanhassen Civil Site Plan Chanhassen, MN © 2014 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or ca11811,com Common Ground Alliance W i 1 l EXISTING LINDEN — TREES TO REMAIN { WITH DAYLILYS UNDERNEATH (TYP.) W Westwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFRFE 1-888-937-5150 WNstwood www.westwaadpscom Plant Schedule CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. SKH 3 Skyline Honeylocust / Gleditsia triocanthos var. inermis 'Skycole' 2.5" BB AS SHOWN BOIL 1 Boulevard Linden / Tilia americana 'Boulevard' 2.5" BB AS SHOWN NPP 1 Newport Plum / Prunus cerasifera 'Newport' 2" BB AS SHOWN FVB 4 Fox Valley Birch / Betula nigra 'Little King' 6' HT., BB CLUMP AS SHOWN SCJ 2 Scandia Juniper / Juniperus Sabina 'Scandia' 24" SPRO., POT 4'-0" O.C. CAV 8 Compact American Cranberrybush Viburnum / Viburnum trilobum 'Compacts' 24" HT., POT 4'-0" O.C. ALC 80 Alpine Currant / Ribes alpinum 24" HT., POT 3'-0" O.C. AFD 14 Artic Fire Dogwood / Cornus stolonifera 'Forow' 24" HT., POT 3'-0" O.C. ASO 49 Apricot Sparkles Dayiily / Hemerocallis 'Apricot Sparkles NO. 1 CONT. 12" O.C. HRD 47 Happy Return Daylily / Hemerocallis 'Happy Returns' NO. 1 CONT. 12" O.C. RSH 12 Royal Standard Hosts / Hosts 'Royal Standard' NO. 1 CONT. 16" O.C. KFG 20 Karl Foerster Feather Reed Grass / Colomagrostis x acutiflora 'Karl Foerster' NO. 1 CONT. 24" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Planting Notes / •' ` EDGER \ RETAIL/REST. .PA710 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND I AREA TO BE ` UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 13,652 SF SODDED OR SEEDED \ 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. WITH MN/DOT SEED / \ MIX 25131 POST 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ° ° _ CONSTRUCTION. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY �\ THE LANDSCAPE CONTRACTOR. 6—CAV � / 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. a \ , 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA—GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT L� Y�LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. f ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. e ° / \ ✓ \ �. 1r, ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. �. 49—ASD �� �, �j% CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 12—RSH RELOCATE EXISTING 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS S—KFG MAPLE TREE ��L<fi FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 14—HRD 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL —IN MATERIALS IF NECESSARY; TEMPORARY 9—KFG 2—CAV ONLY. UP ° 30—HRD 6—AFD \ 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP - EXISTING TREE TO / TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & g 4—SCJ REMAIN (TYP.) BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11, OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. ) DOWN. 8 % 12. PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND 6—HRD 8—AFD PROPOSED TREES. 3—KFG 13. WRAP ALL SMOOTH —BARKED TREES — FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. czej 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. ° 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE / / CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. ° � !' 16, BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE Ij EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS % SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 1—SKH r� 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" a \ \ \ \ DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. SOD I,, PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF \d r LAKE DRIVE 4—FVB 19—ALC EAST I hereby certify that this plan was prepared by me or under my RlYiliOOM direct supervision end that I am a duly licensed PROFESSIONAL LANDSCAPE ARCF=Cr under the laws of the State of hffi .ma. 08/04/14 CHANGES PER CLIENT COMMENTS 08/13/14 CHANGES PER CLIENT COMMENTS Chad E Feigmn, PLA Date 08/13/14 1�es.e Na 46508 EDGER II 0' 20' 40' 60' Dsispted: CRP Checked: CEF/DMP DMWW= C3W Rained Umyil g by/date: Prepared for: Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY —VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V—SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE AND SHRUB BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS —BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE—YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. N Shoppes of Chanhassen Chanhassen, MN NOT FOR CONSTRUCTION I Date: 07/24/14 Sheet: C7 of 8 Landscape Plan y'' 10 1 - " 18'-6" 20'-O" 14'-0" 16'-0" 2-O 2-0 2-0 w m O I N II I II I II I a II I oI 170D II I a II I � II I I FUTURE DEMISING o I I WALL BY TENANT I I I II I IIII I D, FEl I a a SUITE 170 j j SUITE 160 j 170 II 160 I 1400 S.F. I I 1400 S.F. I RETAINING WALL, — SEE CIVIL I I I II I g a II I o II I II I II I II I II I (- - `O o j 170B II I vj 1_ I I 5'-4" x 4'-0" STOOP 1 ® STOREFRONT DOORS N I I AWAY FROM DOOR I I 1/4a PER FT I I CO _ I o DN I i 4'-0" 14'-0" 4'-0" . 16'-0" 4'- RETAINING SEE CIVIL 7 20'-0" 18'-6" 16'-0" 14'-0" F h O I I II II I I II II I I II II I I I I II II II II ro I I I II I I II MECH. RM. 1g0 1 BOA r - _ I- - - -� 138 S.F. '-Jill � I ! III ii-I \Yo 1BOB j SUITE 150 j j SUITE 140 �' [ I 1501 Fl-40-1 1 BOC I 1400 S.F. I I I II 1392 S.F. I I II II COMMUNICATION I I I PANEL I I I SERVICE DOORS TYR I v I I U.N.O.-SLOPE AWAY FROM I A II DOOR 1/4" PER FT I II I I II II o s LO a IRE DEPT j LOCK BOX - - SIAMESE CONNECTIC 0" . 16'-0" 4'-0" . 14'-0" 4'-0" _ 23'-0" •^2 A2.0 20'-0" 6 215'-0" 20'-6" 5 18'-6" n 18'-6" 3 26'-0" 16'-0" 14'-6" 14'-6" 24'-O" 2 -0 0 i 0 o RETAINING WALL, SEE CIVIL c � II II II II II it II II II II II II II II II � II II II II II II 4'-0" x 6'-4" STOOP ® 11 11 11 SERVICE DOORS TYP. I I I I I I FUTURE DEMISING U.N.O.-SLOPE MITMI FROM DOOR 1/4" PER FT II II II WALL BY TENANT I SPRINKLER RISER W/ II II I FLOOR DRAIN I I I I I I j 190B II II II II II II x � F_F_ i IFF I (u' '�`.� LL .o oJ1 r�1f— � II 1,I N SHIPS LADDER _ =—' ROOF HATCH C!I _ —� — — SUITE 130 j j SUITE 120 j j SUITE 110 130 II 120 II 110 II 1532 S.F. I I 1295 S.F. I I 1295 S.F. I I ROOF I I I I I I �o ACCESS 190 II II II II II II I 138 S.F II II II II II II r 1 Az.o II V� II o II li II II 3 � II II II °o II II II II II II � II II II II II II '-0" 16'-0" 4'-0" 14'-6" 4'-0" _ 14'-6" 4'-0" . 30'-0" 2 1 28'-6" 1 6'-O" 4'-O" _ 16'-0" I w1 I a O O O W1 OI o I 100A 4'-0" x 6'-4" STOOP STOREFRONT DOORS TYP. o ° U.N.O.-SLOPE AWAY FROM DOOR 1/4" PER FT N *A2. SUITE 100 100 3920 S.F. w1 fo 5'-4" x 4'—O" STOOP ® STOREFRONT DOORS TYP. U.N.O.—SLOPE AWAY FROM DOOR 1/4-PER FT a 6 o i 20'-0" 0FLOOR PLAN O "� 2$ W .. y O �NM OLLZ E, LII .gm8owZ - wo 3 s O " U MPH �� PH w lt In m Z� WJ5 & _ Qw N U,�, �0zow�>�dto Q� z rn N�z�ots U � o� 0 �Z�1�003 aQ 0 � a� `v m G 0 c 00 W L p s0. C � J U REVISIONS City Submittal 7.21.2014 0 A A 0 A 0 0 A A IA FLOOR PLAN ❑ PRELIMINARY/NOT FOR DATE X CONSTRUCTION 18 JULY 2014 PERMIT/BID SET CONSTRUCTION SET A100 AS -BUILT SET PROJECT NO. NOT TO SCALE 13133 R o � I I N Q I D 0 I R ^ 0 C 3 R A2.0 0 I ^� RETAINING WALL, SEE CIVIL B — � r, R (o R I o N tl• RETAINING WALL, SEE CIVIL WIN DN 11 71 - " 18'-6" 20'-0" 14'-00 L 16'-0" 2-0 2-D II II II II II II II II II I I FUTURE DEMISING WALL BY TENANT I IIJ ° II II II F_ �L - OB SUITE 170 j j SUITE 160 170 I I 160 1400 S.F. I I 1400 S.F. II II II o II II II II II II II II II II I I 5'-4" x 4'-0" STOOP 0 STOREFRONT DOORS II TYP. U.N.O.-SLOPE I I AWAY FROM DOOR I( 1/4" PER FT wo 20'-0" 18'-6" 7 v v O O. I I I I I I � I I I I II II II � ^ I I II II I I � I I I MECH. RM. II 180 tBoa - - 1 L 138 S.F. II II I D 1E �L �{ I❑J Q 1 BOB SUITE 150 j j SUITE 140 Fl-5-01 I I Fl-40-1 1 eoc 1400 S.F. I I I I 1392 S.F. II II COMMUNICATION II PANEL ( 4'-0" x 22'-4" STOOP 0 i SERVICE DOORS TYP. I I U. N.O. -SLOPE AWAY FROM II DOOR 1/4" PER FT II II o II co 3 II I I ^ o I I � I I � I I I I o Q Q O ^ V L DEPT. V 7WIRE LOCK BOX L_ _� --_ L -'' L__-1 SIAMESE CONNECTIO 14'-0" 4'-D" . 16'-0" 4'-0" 16'-00 4'-0" 14'-D" 4'-0" 6 215'-0" 20'-6" 5 ) ( 4 18'-6" 18'-6" 3 14'-6" 14,-6u 2 -0 2 -0 r RETAINING 0 o SEE CIVIL Iok 26,-O" 24'-0" O � II II II II II II II II II II II II II II II 0o II II II � II II II ^ II II II 4'-0" x 6'-4" STOOP 0 I I I I I I SERVICE DOORS TYP. I I I I I I FUTURE DEMISING U.N.O. -SLOPE AWAY FROM DOOR 1/4" PER FT 11 II II WALL BY TENANT I II SPRINKLER RISER W/ II I FLOOR DRAIN I I I I I I 190E I I II I II I I II I x II - II II II II II Io 1I II it IL- II II II II II SHIPS LADDER �J �f N F ROOF HATCH H SUITE 130 j j SUITE 120 j j SUITE 110 130 II 1_2 0-1 II 1_1 0-1 II 1532 S.F. I ( 1295 S.F. I I 1295 S.F. I I ROOF I I I I I I ACCESS I I I I I I % 190II II II 138 S.F. II II II II II II II II II II II II II II II o II II II 3 II II II II II II o � II II II II II II R II II II o II II II _I n I 16'-0" .4'-0" _ 14'-6" 4'-O" . 14'-6" 4'-0" . 30'-0" 2 1 28'-6" 6'-0" 4'-0" 16'-0" I wt I o ° o :1- wt o 10 a ° o I _`} 1ODA 4'-0" x 6'-4" STOOP 0 STOREFRONT DOORS TYP. o ° U.N.O.-SLOPE AWAY FROM DOOR 1/4" PER FT SUITE 100 100 3920 S. F. 0 I R wt o 5'-4" x 4'-0" STOOP 0 STOREFRONT DOORS TYP. U. N.O. -SLOPE AWAY FROM DOOR 1/4" PER FT /�� o 4'-0" FLOOR PLAN ' • ��►� 20'-0" < pp_ O �rr_�gw F- 'mxt; U 'w ��o o� Ld 69nU Rw �w�� _ wo s ao'�UmVe L OU Zm ky 12 E jH OU Z U o Ic CZN���1jV u - m aa€Ks 9 ^: W �V mac.{ co U 4- 0^ c^l) � W 7 Q 00 0 czc L c corn M 0 co O L �— � U REVISIONS ACity Submittal 7.21.2014 City Submittal 8.01.2014 2L City Submittal 8.14.2014 A A 0 A 0 0 A A A A IA FLOOR PLAN ❑PRELIMINARY/NOT X FOR CONSTRUCTION PERMIT/BID SET CONSTRUCTION SET DATE 18 J U LY 2014 A100 El AS -BUILT SET PROJECT NO. NOT TO SCALE 13133 o 2014 Westwood Professional Services, Inc. EXISTING LINDEN — TREES TO REMAIN WITH DAYLILYS DERNEATH (TYP.) I Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Plant Schedule CODE CITY. COMMON/BOTANICAL NAME SIZE SPACING O.C. - -- SKH 3 Skyiine Honeylocust / Gleditsio triocanthos var. inermis 'Skycole' 2.5" BB AS SHOWN T \ BOIL 1 Boulevard Linden / Tilia americana 'Boulevard' 2.5" BB AS SHOWN \ NPP 1 Newport Plum / Prunus cerasifera 'Newport' 2" BB AS SHOWN / \ FVB 4 Fox Valley Birch / Betula nigra 'Little King' 6' HT., BB CLUMP AS SHOWN SCJ 2 Scandia Juniper / Juniperus Sabina 'Scandia' 24" SPRD., POT 4'-0" O.C. CAV 8 Compact American Cranberrybush Viburnum / Viburnum trilobum 'Compacto' 24" HT., POT 4'-0" O.C. \ ALC 80 Alpine Currant / Ribes alpinum 24" HT., POT 3'-0" O.C. \ AFD 14 Artic Fire Dogwood / Cornus stolonifera 'Farow' 24" HT., POT 3'-0" O.C. 1-BOL \ ASD 49 Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles' NO. 1 CONT. 12" O.C. \ HRD 47 Happy Return Daylily / Hemerocallis 'Happy Returns' NO. 1 CONT. 12" O.C. loe \ RSH 12 Royal Standard Hosta / Hosta 'Royal Standard' NO. 1 CONT. 16" O.C. \ KFG 20 Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster' NO. 1 CONT. 24" O.C. u I A \ NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. LSOD SOD y / ' a SOD F I 19-ALC \ - \ Planting Notes EDGER \ \ RETAIL/REST. • I 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND •Fi17�0 i AREA TO BE �' � ��' \ UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 13,652 SF SODDED OR SEEDED J \ \ 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. I WITH MN/DOT SEED MIX 25131 POST - ` 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. CONSTRUCTION. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY 6-CAV THE LANDSCAPE CONTRACTOR. X % 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL i HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. a' 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. / ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. 49-ASD CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 12-RSH RELOCATE EXISTING MAPLE TREE 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS 8-KFG FOR SIZE AND TYPE SPECIFIED. i B. PLANTS TO 3E INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY 9-KFG 1tr-HRD 2-CAV ONLY. 30-HRD 6-AFD 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP I° Up , EXISTING TREE TO TREE. IF T. IS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & 4-SCJ REMAIN (TYP.) BURLAP TREL IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ° 11, OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. a °ip/ 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND 6-HRD 8-AFD PROPOSED TREES. 3-KFG 13. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. , 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE 1R4SFl CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 10, / 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 1-SKH 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" I•^ DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. SOD PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO SOD / INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). a 42-ALC 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER s SO WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH — . - CONDITIONS ERE APPLICABLE). TREE B SHRUB BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING AND GRASS INDIVIDUAL TREE AND GE D 2 SKH (WHERE LE). 19 BLUEGRASSBMIX,AREAS FREE OF BE SODDED, AWN WEEDS.NLESS ALL TOPSOIL AREAS TO BEWISE NOTED. SOD TO BE RAKED TO REMOVERDEBRIS SSOTA AND ENSURE DRAINAGE. SO SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. SOD LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF 4-FVB IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM EDGER SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR 19-ALC WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. LAKE DRI VE EAST 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACNAVEHUASSE DISTURBED DURING CONSTRUCTION. RECEIVED © 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. AUG O 5 2014 CHANHASSEN PONNING DEPP W Wc Westwood Professional Services, In 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL REEF 1-888-937-5150 Wiftstwood www.westwoodps.com I hereby oadt3fy that this plan was prepared by me ea under my Rcvlriam direct supervislon and that I am a duly licensed. PROFESSIONAL LANDSCAPE ARCFD'rHCT under the laws of the State of Minnesota. 08/04/14 CHANGES PER CLIENT COMMENTS Chad E Feigum, PLA Date 08/04/14 1A Na — 46508 0' 20' 40' 60' Dacilptad: CEP Checks& CRF/DINP Dawes CRP Record Ih7tving_by/datr Prepared for. Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 i ne v mage Shoppes of Chanhassen Chanhassen, MN NOT FOR CONSTRUCTION Date: 07/24/14 Landscape Plan Sheet. C7 OF 8 e 2014 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance J SOD \ "I 1 SOD (, •a LQ �rni f I EXISTING LINDEN — TREES TO REMAIN WITH DAYLILYS UNDERNEATH (TYP.) Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOIL FREE 1-888-937-5150 www.westwoodpLcom I • s IIL V IJI � �b � � �_ Plant Schedule CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. \ SKH 4 Skyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole' 2.5" BB AS SHOWN \ BOL 1 Boulevard Linden / Tilia americana 'Boulevard' 2.5" BB AS SHOWN \ NPP 1 Newport Plum / Prunus cerasifera 'Newport' 2" BB AS SHOWN / \ FVB 3 Fox Valley Birch / Betula nigra 'Little King' 6' HT., BB CLUMP AS SHOWN SCJ 15 Scandia Juniper / Juniperus sabina 'Scandia' 24" SPRD., POT 4'-0" O.C. CAV 15 Compact American Cranberrybush Viburnum / Viburnum trilobum 'Compacts' 24" HT., POT 4'-0" O.C. \ ALC 62 Alpine Currant / Ribes olpinum 24" HT., POT 3'-0" O.C. \ SMS 16 Snowmound Spirea / Spiraea nipponica 'Snowmound' 24" HT., POT 3'-0" O.C. ASD 74 Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles' NO. 1 CONT. 12" O.C. / \ \ HRD 44 Happy Return Daylily / Hemerocallis 'Happy Returns' NO. 1 CONT. 12" O.C. oe \ \ RSH 26 Royal Standard Hosta / Hosta 'Royal Standard' NO. 1 CONT. 16" O.C. \ y j KFG 30 Karl Foerster Feather Reed Grass / Colamagrostis x acutiflora 'Karl Foerster' NO. 1 CONT. 24" O.C. RSG 4 Red Switch Grass / Panicum virgatum 'Shenandoah' NO. 1 CONT. 24" O.C. A � \ NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. if EDGER�L 0 \ v Planting Notes AREA TO REMAIN AS . ` / \ ~\ 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND EXISTING VEGETATION \ till+ \ UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. OR SEED WITH MN/DOTr" �� �� \ 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. ; SEED MIX 25131 POST � �� A CONSTRUCTION. n. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY 6-CAV THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. r 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT ,,. LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. T ~ ALL PLANTS SHALL BE FREE FROM NO GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. 35-ASD \ /�` \ i CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 6-KFG RELOCATE EXISTING \` \ j/ 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS 8-RSH MAPLE TREE r \z FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO SE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY 3-CAV�� ONLY. 39-ASD 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP EXISTING TREE TO TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & 4-SCJ REMAIN (TYP.) j BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. /i j% 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND 8-SMS PROPOSED TREES. i/ 13. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE 8 SMS CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFlLL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, 6—CAV 4� AND PERENNIALS. 18-RSH 1-SKH /- rr 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" 11-SCJ DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. 4-RSG SOD ' PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF j DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO / INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 6 KFG� 40—ALC 18. EDGING TO BE COMMERCIAL GRADE VALLEY —VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. i� POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER SO WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE AND SHRUB BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING 3-SKH s. CONDITIONS (WHERE APPLICABLE). SOD 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY r' BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. Ao 1-NPP 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. 16-HDR LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM EDGER SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. LAKE DRIVE EAST 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. • 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 3—FVB I hereby certify that this plan was prepared by me or under my Revisiora direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCHMECr under the laws of the State of Minnesota. Chad E Feipm, PLA Date: 07/24/14 ucecee No 46508 0' 20' 40' 60 Designed P]D/CEP Checked DMP DRwn: z W Record Drawing by/date: Prepared for: Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 The Village Shoppes of Chanhassen Chanhassen, MN NOT FOR CONSTRUCTION Date: 07/24/14 Landscape Plan Sheet: C7 OF 8 '-LIGHT FIXTURE SQUARE STRAIGHT STEEL POLE '1.8 1.0 2.7 4.4 7.0 1.4 2.8, 2.0 EX21, 1.9 1.-1 0-,5 0.7 0,6 0.6 0.4 0.2 0.1 0.1 0.9 0.6 2.3 3.5 6.3. 8.7 9.0 6.8 WM WM o WWM 27.5' 25 WM 1.4 2.3 0.8 0.5 0.3 0.3 0.2 0.2 1.0 1.6 2.1 3.0 2.5 9.6 10.4 8.7 6.8 4.0 2.2 1.6 2.1 0.8 0.7 0.5 0.5 0.4 0.4 0.9 1.4 2`.0 2.8 4.3 8.0 12.4112.6 8.2 4.5- 2.9 1.9 1.2 0.7 RETAIL/REST EX1 2.3 2.� 1.1 1.1 0.9 0.8 0.8 0.8 0.8 1.2 1.7 2.4 3.8 6.3 8.7 11.0 10.3'2.7 3.1 2.2 1.6 1.0 0.6 0.3 u WM WM CONCRETE POLE 3.,8, 4.0 1.7 1.8 1.6 1.7 1.6 1.5 1.6 1.0 1.3 ,1.7 2.3 3.0 5.0 7.3 9.6 8.7 6.7 3.6 1.2 1.5 1.3 0.9 0.6 0.3 BASE EX2 FINISHED GRADE 3.8 4.0 2.4 3.1 3.0 3.2 3.2 2.9 2.8 1.0 1.3 1.-5 1.9 2.3 2.7 3.2 3.9 4.8 6.3 7.5 4.7 2.9 2.2 1.6 1.4 1.2 0.8 0.4 2.0 n----_. 2.0 n 4.0 4.5 5.7 5.6 4.3 `3.8 2.5 0.9 1.6 2.0 2.2 2.7 3.0 2.7 2.5 2.4 2.9 4.3 5.1 3.4 2.5 2.2 2,,2 2.3 2.1 1.5 0.6 SITE LIGHTING POLE DETAIL WM � NTs - - E44 1.2 1.4 3.5 4.4 5.4 7.7 '5.0 4.1 3.1 1.5 1.4 0.8 2.3 2.8 3.6 4.3 3.6 2.6 ,1.8 1.5 1.9 2.8 3.0 2.2 1.9 2.0 2.5F' 3y7 3.6 1.8 THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY; \ i ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION - '�_ T - - EX2 WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC. 0.9 0.9 4.9 4,5 5. 1 5.0 4.4 4.8 3.9 2.6 2.3 2.4 2.5 2.8 3.3 4.5 6.2 6.6 4.2 2.4 1.5 1.3 1.5 2.0 2.1 1.7 1.4 1. 6 -' 2. 2 3.8 3.6 WM N9 LIGHT POLE BASE PLATE COVER DO NOT GROUT 1" FORMED CHAMFER 1.2 1.4 2.9 3.1 2.7 2.7 2.6 2.5 3.0' 3.0 2.9 3.1 3.1 3.5 3.8 4.5 3.1 8.2 8.6 8.3 4.9 3.1 2.0 1.5 1.4 1.5 1.6 1.5 1.3 1.2 1.5 1.7 UNDER BASE ( HAND TROWEL EDGE ACCEPTED) - PLATE ANCHOR BOLTS (4 REQ'D) WITH TWO NUTS EACH (ONE FOR LEVELING) 2.0 2.1 �� 2.0 2.0 2.1 1.9 1.3 1.9 2.4' 3.0.. 3.6 4.1 5.4 6.6 8.0 11.2`12.3 10.0 9.1 6.6 .4.1 2.6 1.8 1.4 1.5 1.7 2.0 1.6 1.2 1.0 GRADE LEVEL INSTALL SQUARE WITH WM-' ` PARKING LOT SONOTUBE TYPE FORM 4.0 4.4' 2.0 2.1 2.2 2.3 2.2 1.2 2.2 2.8 3.2 4.0 4.9 7.0 9.3 9.9 11.7 11X5 8.8 6.4 5.0 3.4 2.3 1.6 1.4 1.6 2.3 f 3.2 2.4 1.5 0.8 °Y" FOR CONCRETE BASE. ( REMOVE SONOTUBE __ AFTER CONCRETE SETS, RUBFINISH, NO PAINT) 3.9 99-2 W� Z':9 2.7 2.9 3.1 3.0 1.5 3.2 3.4 3.1 4.0 4.6 5.5 7.8 9.4 8.5 7.0 4.7 3.6 3.0 2.2 1.7 1.3 1.2 1.8 3.0 Q?,5 3.6 1.6 WM EX2 x" 2.5 3.0 2.9 3.8 4.9 5.0 4.8 4.5 4.8 5.1 5.4 4.8 4.3 _4.9 6.8 7.1 5.1 3.5 1.3 2.4 2.2 1.8 1.4 1.0 1.01,, 4 2.2 3.5 2.5 s 1,.5 1.1,- WM WM 4.3 6.9 8.2 8.6 9.9 9.3 8.0' 5.7 4.1 4.1 4.6 4.1 3.1 2.4 1.6 1.5 1.8 1.8 1.6 1.1 0.9 0.9 1.3 1.6 DIMENSION SCHEDULE WM W WM - _8.0 3" CLEAR 2„CLEAR X-TBD Y=2'-6" 0.8 1.2 2.4 3.8 6.5 10.i 10.6 12.9 11.7 10.1 8.3 5.1 3.6 3.2 2.9 2.4 2.1 1.7 1.2 0.8 1.7 2.2 2.3 1.7 0.9 0.6 0.6 GROUND ROD "Z DIA. Z=TBD A2 CONCRETE SHALL BE 4,000 PSI @ 28 DAYS WITH 6% AIR ENTRAINMENT e. - - T - NEW LIGHT POLE BASE DETAIL 0.5 0.6 WM WM 4.2 6,.8 8.2 8.6 10.0 9.4 7.9 7.8 5.5 3.5 2.7 2.2 1.7 1.4 1.1 6.8 1.0 1 8. '3>.7_,3.5 2.2 1.1 0.5 SCALE: NONE EX2 0.5 0.8'- 2.9 3.7 4.9 4. 4.7 4.5 4.6 4.8 5.0 4.4 3.4 2.7 1.9 1.3 0.9 0.7 0.6 0.9 1.6 3.5 3.6 2.0 o. - - -. Li 0..9 0.9, WM WN 2.6 2.7 2.9 2.8 1.3 2.8 2.8 2.9 2.8 3.0 2.6 2.1 1.3 0.8 0.4 0.4 0.6 1.2 1.6 1.8 1'•8 1.8 1.7 1.8 1.9 2.;? 2.1 0.9 1.7 1.9 2.0 2.2 2.8 3.0 2.6 '1.8 0.9 0.4 0.3 0.3 0.5 3.3 2.8 - WM WM 1.4 1.7 2.0 2.0 1.2 1.3 1.3 1.4 1.8 2.6 4..2 4.0 2.0 1.0 0.4 0.2 0.2 E3.8 p_,6 '4.5 _ 1.2 1.2 1.6 2.3 2.7 1..9 1.3 1.0 0.9 1.4 2.2 3.9 1.9 0.9 EX2 WM WMWM 3.1 3.2 WLM� 2. 0 1� 0. 8 0. 6 � 8 MM 0.-8 _W4D4 1.1 1.8 3.3 0. 8 3.1 1.6 0.8 0.6 0.9 1.6 1.9 EX2 1.7 1.9 1.5 1.1 0.8 0.6 0.5 0.6 0.6 0.7 0.8 1.6 2.6 3.6 2.4 1.4 0.6 0.3 SITE LIGHTING PHOTOMETRIC PLAN crnl F . 1 n = 9n' Luminaire Schedule f. Symbol wr, Qty Label Arrangement Total Lamp Lumens LLF Description 13 1 A2 BACK -BACK 40000 0.810 Techlight DCMBIENI- 400 watt PSMH- 25' Square Steel Pole 1 B1 SINGLE 40000 0.810 Techlight DCMBICNI - 400 watt PSMH - 25' Square Steel Pole =,I 37 WM SINGLE 4100 0.810 Sternberg 790 LB MH 50 Watt Decorative Wall Mount 9 EX1 SINGLE 9500 0.810 Existing Decorative Pole Mounted Lights FIXTURE TYPES A2 & 131 FIXTURE TYPE WM _ 2 EX2 BACK -BACK 40000 0.810 Existing Pole Mounted Light Fixtures UWLR Area Summary Label Parking Area Shown Area Total Watts 30496 1820 LPD 0.060 Calculation Summary Label All Calculation Points Shown Parking Area Shown For Additional Lighting Information and Pricing Contact: On -Site Lighting CalcType Units Avg Max Min & Survey, � PH: 763-684-1548 Illuminance Fc 3.01 12.9 0.1 Based on theinformation provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the of the layout to existing or future field conditions. Illuminance Fe 3.81 12.9 0.4 This lighting pattern represents illumination levels calculated from latmratory data taken under controlled conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and other variable field conditions. C ._ U C) o o N CV 00 .L J C J _Z� O Z LL ^, z w W rn o LO �v = m Cco O U) r s O LL c o _ I I I I I l I I n I � � I I 1 � I I I p 0 0 I K I-- LLI O I-- Z O J = I- Z LLI O J LU LU M J Z Q � W Z L-J� W Z � OQ oQ O= a � U Project 7072214 Contract #: Issue Date: 07/22/2014 Scale: AS NOTED Drawn/Checked: SAS/W RT Sheet #: Rev. # SL1.0 0 c 2014 Westwood Professional Services, Inc. 1prell0 for mi Existing Conditions, Plat,, Site,, Grading, Utilities, and Landscape for The Village Chanhassen, MN Shoppes of Chanhassen Prepared for: Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 Contact: Steve Johnson Phone: 952-852-2339 Fax: Prepared by: Westwood Professional Services, Inc. 7699 Anagram Drive W Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 Westwood www.westwoodps.com Project number: 0000220.00 Contact: Daniel Parks INDEX SHEET NO. DESCRIPTION C1 C2 COVER SHEET EXISTING CONDITIONS C3 PRELIMINARY PLAT C4 CIVIL SITE PLAN C5 GRADING DRAINAGE & EROSION CONTROL PLAN C6 UTILITY PLAN C7 LANDSCAPE PLAN Sl PHOTOMETRIC PLAN Vicinity Map J (Not to Scale) NO. DATE I REVISION I SHEETS NOT FOR CONSTRUCTION Cn%j1VffW1 JUL 2 4 2014 Preliminary Plans for Existing Conditions, Plat, Site, Grading, Utilities, and Landscape for The Village Shoppes of Chanhassen Chanhassen, MN Date: 07/24/14 Sheet: C1 of 8 0000220c',' © 2014 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 95, im Elev. = 950.62 v. South Elev. = 945.92 In NE Elev. = 945.92 �� i i-CB IFFso �'Rim Elev. ! 950.33 L.. / lkv. Nort Elev. = 946. r—iL.. _ n 71 7 SAN In r 2 9 A, _ _ - -- /n u = 2 �lev. 927.49 — — —� n t Fly __.2 — — — n d Nail Found Capped Iron Pipe I License No. 14675 W Westwood professional Services, Inc. I hereby certify that this plan was prepared by me w under my Revisions 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL DeBi)lDed: L TSP1Pf LAND SURVEYOR andH�he Iawj_of tye state of Minnesota, Eden Prairie, MN 55344 //� !/�/ _ Chatted: MRS PHONE 952-937-5150 4 l(/ Drawn: SW FAX 952-937-5822 TOLL FREE 1-888-937-5150 Mwk Salo Record Drawing byTdete Wes{yilill www.westwoodps.com I Deft 07/24/14 yioseae No. 43933 Set PK Nail in ` Inv '-Ele 9 I'm %;In Elev� — 944.62 v So lev. 94D'12 v. E El v. �0�12 i 30 ;eBMH Rim Elev. = 944.53 a. 301 n v. East El e v = 939.38 Inv. West Elev. = 939.38 In v. North El e v = 939.38 Prepared for: ,e94 v�✓4✓244,����— �r r,40�r 60 �o oo / Ele\94 .34 / Ea Eley' \ 31 44 / s t El v. 1. 414 e S TMH Rim E/ev. = 945.63 Inv. East Elev. = 940.03 Inv. West Elev. = 940.03 Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 41 LEGEND Q BUSH/SHRUB 0 STORM MANHOLE CONIFEROUS TREE ❑T TELEPHONE BOX i DECIDUOUS TREE Q TELEPHONE MANHOLE WETLAND ® TRAFFIC CONTROL BOX ® S7EEL/WOOD POST ee HAND HOLE —o— SIGN—TRAFFIC/OTHER- TRAFFIC LIGHT moo- SIGN—TRAFFIC107HER >11 GATE VALVE FM--1 MAIL BOX 45 HYDRANT HANDICAPPED STALL R WATER METER G PERC TEST ❑s CURB STOP BOX ww MONITORING WELL ® WATER MANHOLE ® CABLE TV BOX Qw WELL G GAS METER —crv— CABLE TV -} STREET LI7E —GAs— GAS LINE r. GUY WIRE —PoH— POWER OVERHEAD rod POWER POLE —PuG— POWER UNDERGROUND EE] ELECTRIC BOX —sm— SANITARY SEWER ELECTRIC METER —sm— STORM SEWER ELECTRIC MANHOLE —ToH— TELEPHONE OVERHEAD ® ELECTRIC TOWER —Tic— TELEPHONE UNDERGROUND Qs SANITARY MANHOLE —wAT— WA7ERMAIN co SEWER CLEANOUT x— FENCE LINE ® BEEHIVE CATCH BASIN DECIDUOUS TREE LINE ® CATCH BASIN CONIFEROUS TREE LINE ® FLARED END SECTION CURB & GUTTER CONCRETE SURFACE 'Y11F BITUMINOUS SURFACE i ne v iliage Shoppes of Chanhassen Chanhas8en, MN 0' 20' 40' 60' NOT FOR CONSTRUCTION Date: 07/24/14 Existing Conditions Sheet: C2 of 8 wes[wppp www.weStwoodps.com • �� � ••�^ (D2014 Westwood Professional Services, Inc. 0 Site Details 1 8612 CURB & GUTTER 2 INTEGRAL CURB & WALK 3 PEDESTRIAN CURB RAMP 4 ACCESSIBLE PARKING LOGO, STRIPING, & SIGNAGE / 5 PAINTED STOP BAR & STOP SIGN POST BASE / \ 6 BOLLARD 8 HEAVDYADUDTYUBITUMI NOUSOUS PAVEMENT PAVEMENT 9 CONCRETE SIDEWALK ` 10 BIKE RACKS 11 RAISED PLANTER i E \ 12 UNDERGROUND STORM VAULT W z Ll O E O � _ 9 ^ � K OT °: RETAIL/REST. S\ ')-AT, ° 13,652 SF 4.23 .0 66.0' 7. 1 E T 5, < 5.0' 4. O N C a 1 0 i I R F18O, �S •p. D A.1A.3', 35 STALLS N Off` J e tEE--- 42S OIL . a. 9� UP ° a ° K K � O •I 0 G O J W RSp• R 4 18.0 26.0' K P 18. ' O 3 \ D O 0 H Q�p 26.0' 1 � C, 4 ° �� Q- 8 R5.0, C :a O K 18.0' 10 5 E b O 10.0' T - O O� R _ _ _ . ° o CT - b U O -- 1 0- i A LAKE DRII/E EAST W Westwood Professional Services, InG I hereby certify that this plan was Prepared by me or under my Revhdolli6 ...., -_ 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Da1d9ned: PJD/C'$r Eden Prairie, MN 55344 ENGINM under the laws of the State of Minreeota. 08/04/14 CHANGES PER CLIENT COMMENTS » PHONE 952-937-5150 FAX 952-937-5822 Driy= ZFFW TOLLFREE 1-888-937-5150 Daniel Parks 08/04/14 18919 xaora Drawim /�� www.westwoodps.com Date Lioatx Na - Site Development • PROPERTY AREA: 61,057 SF (1.40 AC) • PERVIOUS SURFACE: 5,965 SF (9.8%) • IMPERVIOUS SURFACE (RATIO): 55,092 SF (90.2%) • BUILDING GROSS SIZE: 13,634 SF • BUILDING HEIGHT: 31'-4" • BUILDING USES: RETAIL & RESTAURANT • POTENTIAL SEAT COUNT: ±370 • PROJECTED NUMBER OF EMPLOYEES: TBD • PARKING SPACE/DRIVE AISLE: 9' WIDE X 18' LONG, 26' AISLE • PARKING RATIO REQUIREMENT - CITY OF CHANHASSEN RETAIL: 1 SPACE / 200 SF OF BLDG RESTAURANT W/ LIQUOR: 1 SPACE / 50 SF OF BLDG RETAIL (4,122 / 200) 20.61 SPACES RESTAURANT W/ LIQUOR (9,512 / 50) 190.24 SPACES TOTAL SPACES REQUIRED: 210.85 SPACES • PARKING PROVIDED: 131 PROPOSED: 35 EXISITNG ON SITE: 46 EXISTING ON STREET: 50 Prepared for. Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 General Site Notes Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, INC. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 12. PARKING STALLS TO BE 4" WHITE STRIPES WITH TWO COATS OF PAINT Site Legend aISTING PROPOSED -- - - - PROPERTY LINE - LOT LINE SETBACK LINE - - - - - - - - EASEMENT LINE CURB AND GUTTER --------------- TIP OUT CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL -X-X- FENCE E CONCRETE PAVEMENT C= 0 CONCRETE SIDEWALK 0 HEAVY DUTY BITUMINOUS PAVEMENT 0 STANDARD DUTY BITUMINOUS PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER 3}E SITE LIGHTING r TRAFFIC SIGN r0' POWER POLE ° BOLLARD / POST Site Notes O A. 4" DOUBLE YELLOW LANE STRIPE (TYP.) B. 4" YELLOW DIAGONAL STRIPE C. MATCH EXISTING CURB & GUTTER CITYoRFC06VV k D. MATCH EXISTING PAVEMENT E. MATCH EXISTING CONCRETE (WALK OR DRIVE) AUG 05 2G14 F. SAWCUT & MATCH EXISTING BITUMINOUS O�ANNAy�QEPT G. BITUMINOUS PAVEMENT STANDARD DUTY H. BITUMINOUS PAVEMENT HEAVY DUTY I. CONCRETE SIDEWALK AND JOINTING (REFER ARCH. PLANS) J. STEPS AND HANDRAIL (SEE ARCH. PLANS) K. PLANTED AREA X L. TRASH ENCLOSURE M. PYLON SIGN N. MONUMENT SIGN 0. TRANSFORMER SWITCH PAD P. TRANSFORMER PAD Q. PATIO R. RETAINING WALL S. EXISTING CONCRETE CURB T. EXISTING LIGHT U. EXISTING SIDEWALK V. EXISTING TRAFFIC SIGNAL W. LIGHT LOCATION X. STEP UP TO SIDEWALK Y. EXISTING SHELTER 0' 20' 40' 60' Z. FENCE NOT FOR CONSTRUCTION The Village Date: 07/24/14 Sheet: C4 OF 8 0000220SPP01.6 Shoppes of Chanhassen Civil Site Plan Chanhassen, MN ® 2014 Westwood Professional Services, Inc. Z ou �\ Call 48 Hours before digging: 811 or ca11811.com Erosion Control Notes Grading Notes Common Ground Alliance 5' 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS ,\ EXCAVATION/CONSTRUCTION ACTIVITIES. PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. ENTRANCES. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT It 9h / PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY LOCATIONS AND NUMBER OF DOWNSPOUTS. � TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR 3 t i ti MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 1 PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. �/ h EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE ti REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF \ AFTER THE TURF IS ESTABLISHED. THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR ` EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS = 1 CONSTRUCTION. SHEET. 951.70 ;i ! 5. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED WITHIN SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE FFE= f 951.3 SEVEN (7) DAYS. SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. OF 3:1 OR GREATER, RESTORATION WITH SOD OR 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE 6. FOR AREAS WITH SLOPE .ST. WOOD FIBER BLANKET REQUIRED. UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. nano I 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE � / �� t /� ; - REGULATING AGENCIES. g0� 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A 950 _� / �' , , LICENSED PROFESSIONAL ENGINEER. 950.80 o,�ro% 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE ` NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. /' � ,1� `� �� 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL s t BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING %i Id MINIMUM OF 2 COMPLETE PASSES WITH FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR f r // APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION 951.00 / �k9 - AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE . EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. ►► V t�� f // ��/ 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS 49.70 ~�rj% �x SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED 951.70 951.00 J IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. L50 950.70 / i \` 80 ��� ` 35?'1r \ 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, 950.80 SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT sso.so X9 0 94 .ao GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR x 9 70' DOWN. 9.30 UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. 949.5 949.80 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS l`\ 950.30 AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. � -- �' 949.70 1.1 � 4 - %7.,° ..� Grading Legend -- X 946.80 �a r-•- 1s ChiQT Q - ,yP l Al -� 80 v . Westwood Professional Services, Inc. I hereby certify that due plan was prepared by me or under my Revisions 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Dasigmd: P]D/:EF Eden Prairie, MN 55344 F.NGMEER under the laws of the State of Minnesota Dho PHONE 952-937-5150 g3W FAX 952-937-5822 TOLLFREE 1-888-937-5150 Daniel Parks Record Drawing by/date Westwood www.westwoodps.com Date: 07/24/14 ytcmse No. 18919 Prepared for. Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 EXISTING PROPOSED - - - - PROPERTY LINE - LOT LINE � 98p- INDEX CONTOUR �982 INTERVAL CONTOUR CURB AND GUTTER POND NORMAL WATER LEVEL SILT FENCE ►► STORM SEWER FLARED END SECTION (WITH RIPRAP) WATER MAIN Be SANITARY SEWER - RETAINING WALL ►►► DRAIN TILE BREAK LINE D S GRA ING LIMIT ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET TURF REINFORCEMENT MAT 837.80 X SPOT ELEVATION 1.50% FLOW DIRECTION • 4 • 401. TOP AND BOTTOM OF RETAINING WALL R E.O.F. EMERGENCY OVERFLOW 58 00 O SB-19 SOIL BORING LOCATION OO INLET PROTECTION Shoppes of Chanhassen Chanhassen, MN 0' 20' 40' 60' NOT FOR CONSTRUCTION I Date: 07/24/14 sheet C5 OF 8 Grading Drainage and Erosion Control Plan c 2014 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance -SA:=: A T i 6 52 I +i. --1- 7 NV t� I i / n' II: /S'�I r; Westwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 www.westwoocips.com T7 i V�= /YQ/l/A-: -- StiN x I hereby certify that this plan was prepared by me or under my direct supervision and that I are a duly licensed PROFESSIONAL ENGf 4M under the laws of the State of Minnesota. IDaniel Parks Dale 07/24/14 iicertse No. 18919 t \ , L ; L /zx \ CONNECT TO 8" � Of' \ DIP WATER STUB. L . `t \ REMOVE REMAINING STUB SOUTH OF CONNECTION s Utility Legend - - - - PROPERTY LINE - LOT LINE EASEMENT LINE CURB AND GUTTER ►-------- 0 SANITARY SEWER ►►� STORM SEWER I WATER MAIN Imo} HYDRANT GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE -- OVERHEAD TELEPHONE - TELEPHONE FIBER OPTIC - -- CABLE TELEVISION ►� GATE VALVE 3}E LIGHT POLE f 0n i ge & Utility per Ioc t r 4n.-.1J; X (6) ROWS WITH (8) CHAMBERS PER ROW OF STORMTECH SC-740 WITH DRAINTILE 1.1" VOLUME REQUIRED OF FILTRATION OVER NEW IMPERVIOUS SURFACE = 3025 CF. VOLUME PROVIDED BELOW 12" PIPE OUTLET IE=944.5 = 3528 CF. STORMTECH SC-740 943.00 4" DRAINTILE IE=941.00 � Z// STORM�S`����� 1h' 344.23,7' - 15" STORM i STMH 4 _,� � fir,' .. ��� t �� .hv RE=947.4 r,"> / IE=944.37 W 12" r 411 12" TORM IE-941.00 W 4°��1 IE=9 4.5 IE=941.00 S 12" C, -i4 24' - 15" STORM 4 N IE=943012 ®;1.72% 2 E 5' - 15" STORM i 27' - 12" STORM ® 1.72% n1 f ® 0.5% \^� / ost CORE DRILL 12 1k`- { 'A Lie Lie . J? STORM INTO EX �' �;. VPS , r- l' CB ®IE=940.5 i-i STMH 5 6 3 RE=947.0 RE=946.5 IE=940.58 IE=943.25 �n�> 1 F r( f.: 931 N,7r iYi r ` L . . Desbped: P1D/CEP Checked: DW Drawn: 2HW Record Dmwint by/date Prepared for: Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 General Utility Notes 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM AND WATER MAIN INSTALLATIONS SHALL BE PER SE E S 0 SEWER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. 13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40. 15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF ASTM F2648. PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS & RIP -RAP. 16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. STORM SEWER CASTING SCHEDULE STRUCTURE CASTING TYPE NUMBER TYPE DIA. 1 STMH 48" R-1648 2 STMH 48" R-1648 3 CB Yx3' R-3067 4 STMH 48" R-164 5 STMH 48" R-1648 i ne v inage Shoppes of Chanhassen Chanhassen, MN 0' 20' 40' 60' NOT FOR CONSTRUCTION Date: 07/24/14 sheet: C6 of 8 Utility Plan c 2014 Westwood Professional Services, Inc. W W r / \ U \ K I I s 6.1 \ T d. \ \ RETAIL/REST. P no 13,652 SF \ \ \ a E 14 8' 9• G 9 W / P O o C �2 .o' T 1 0 0. D 1JO 3' 18.0' 35 STALLS 42.3'DJ 9.0FKnH 5-�" x / UP a vx'.* y T K a�K ) �T 180, DOWN, :a / I o K K s // J W RS .� R 4 18.0- 26.0 0 / i O � 3 D01 / O p�0 26.0' I 4 ® , ' :. I O 18.0' O �OK �, �� 1 G 04 10.0,� W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 VVIOSt" n n rl www.westwoodps.com I= f. • °2' 5' S .a 9 O- • - - s RELOCATED SHELTER LAKE DRIVE I hereby certify that this plan wan prepared by one or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Daniel Parka Date 07/24/14 License Na 18919 Site Details EAST 1. 8612 CURB & GUTTER 2. INTEGRAL CURB & WALK 3. PEDESTRIAN CURB RAMP 4. ACCESSIBLE PARKING LOGO, STRIPING, & SIGNAGE 5. PAINTED STOP BAR & STOP SIGN POST BASE 6. BOLLARD 7. STANDARD DUTY BITUMINOUS PAVEMENT 8. HEAVY DUTY BITUMINOUS PAVEMENT 9. CONCRETE SIDEWALK 10. BIKE RACKS 11. RAISED PLANTER 12. UNDERGROUND STORM VAULT Revisions: Prepared for: Dyad PN/C9P DIP Chanhassen Retail, LLC Draws ZfiW 1508 Welland Avenue Record pralvi by/date Minnetonka, MN 55305 General Site Notes Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, INC. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 12. PARKING STALLS TO BE 4" WHITE STRIPES WITH TWO COATS OF PAINT Site Legend - - - - PROPERTY LINE - LOT LINE SETBACK LINE - - - - - - - - EASEMENT LINE CURB AND GUTTER ------- ----- TIP OUT CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL - x x FENCE CONCRETE PAVEMENT Q CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT 0 STANDARD DUTY BITUMINOUS PAVEMENT O NUMBER OF PARKING STALLS TRANSFORMER E SITE LIGHTING T TRAFFIC SIGN POWER POLE 0 BOLLARD / POST Site Notes O A. 4" DOUBLE YELLOW LANE STRIPE (TYP.) B. 4" YELLOW DIAGONAL STRIPE C. MATCH EXISTING CURB & GUTTER D. MATCH EXISTING PAVEMENT E. MATCH EXISTING CONCRETE (WALK OR DRIVE) F. SAWCUT & MATCH EXISTING BITUMINOUS G. BITUMINOUS PAVEMENT STANDARD DUTY H. BITUMINOUS PAVEMENT HEAVY DUTY I. CONCRETE SIDEWALK AND JOINTING (REFER ARCH. PLANS) J. STEPS AND HANDRAIL (SEE ARCH. PLANS) K. PLANTED AREA L. TRASH ENCLOSURE M. PYLON SIGN N. MONUMENT SIGN 0. TRANSFORMER SWITCH PAD P. TRANSFORMER PAD Q. PATIO R. RETAINING WALL S. EXISTING CONCRETE CURB T. EXISTING LIGHT U. EXISTING SIDEWALK V. EXISTING TRAFFIC SIGNAL W. LIGHT LOCATION X. STEP UP TO SIDEWALK 0' 20' 40' 60' N Shoppes of Chanhassen Chanhassen, MN NOT FOR CONSTRUCTION Date: 07/24/14 Civil Site Plan Sheet: C4 OF 8