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CAS-03_WESTWOOD COMMUNITY CHURCH EXPANSION7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952227.1100 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.2271404 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: 952.2271110 Web Site www.ci.chaflhassen.mn.us ncl -03 July 29, 2011 Mr. James Lahl K1einBank 1550 Audubon Road Chaska, MN 55318 Re: Westwood Community Church Building Expansion Letter of Credit No. 520154 Planning Case 2009-03 Dear Mr. Lahl: The above -referenced project has been completed in general conformance with the approved plans. Enclosed please find your original letter of credit. We are now closing our files on this project. Sincerely, CITY OF CHANHASSEN Robert Generous Senior Planner RG:ktm Enclosure: Letter of Credit No. 520154 c: Westwood Community Church g:\plan\2009 planning cases\09-03 Westwood community church expansion\Iener of credit release letter 07-29-201 I.doc Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow SCANNED IRREVOCABLE STANDBY LETTER OF CREDIT Letter of Credit Number. 520154 Amount: U.S. / 6.000.00 (six thousand dollars and zero cents U.S. DOLLARS) This Letter of Credit is Issued on September 2, 2010 by Issuer in favor of the Beneficiary for the account of Applicant. The parties' names and their addressee are as follows: APPLICANT: WESTWOOD COMMUNITY CHURCH 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 BENEFICIARY: CITY OF CHANHASSEN 7700 MARKET BLVD. ATTN: BOB GENEROUS CHANHASSEN, MN 66317 ISSUER: KLEINBANK 1560 Audubon Road Chaska, MN 66318 1. LETTER OF CREDIT. Issuer establishes this Irrevocable Standby Letter of Credit (Letter of Credit) in favor of Beneficiary In the amount indicated above. Beneficiary may draw on this Letter of Credit with a Draft (or Drafts, if the maximum number of drawings is greater than one). Each Draft shall be signed on behalf of Beneficiary and be marked "Drawn undo, KleinBank Letter of Credit No. 520154 dated September 2, 2010." Drafts must be presented at Issuer's address shown above on or before the Expiration Date. The presentation of any Draft shall reduce the Amount available under this Lollar of Credit by the amount of the draft, This Letter of Credit sets forth In full the terms of Issuer's obligation to Beneficiary. This obligation cannot be modified by any reference in this Letter of Credit, or any document to which this Letter of Credit may be related. This Letter of Credit expires on the Expiration Date. 2. DRAWINGS. Beneficiary shall be permitted to make multiple drawings on this Letter of Credit. The maximum number of drawings that may be made on this Letter of Credit is 5. "Draft" means a draft drawn at sight. 3. DOCUMENTS. Each Draft must be accompanied by the following, in original and two copies except as stated: A. The original Letter of Credit, together with any amendments. B. A sight draft drawn by Beneficiary on Issuer. Issuer shall be entitled to accept a draft and the documentation described above, as required by the terms of this Letter of Credit, from any parson purporting to be an authorized officer or representative of Beneficiary without any obligation or duty on the part of Issuer to verify the Identity or authority of the person presenting the draft and such documentation. 4. SPECIAL INSTRUCTIONS. LETTER OF CREDIT RETAINAGE FOR LANDSCAPING. S. EXPIRATION DATE. This Letter of Credit expires at the close of business at Issuer's address at 12:00 PM Central Time (Time) on August 1, 2011 (Date). Issuer agrees to honor all Drafts presented in strict compliance with the provisions of this Letter of Credit on or before the Expiration Date. 6. NON -TRANSFERABLE. This Letter of Credit is not transferable. 7. APPLICABLE LAW. This Letter of Credit is governed by the Uniform Customs and Practice for Documentary Credits, 2006 Revision, International Chamber of Commerce Publication No. 600 )UCP), or any later version or amendment. This Letter of Credit is also governed by the laws of Minnesota, except as those laws conflict with the UCP. ISSUER: KleinBank By Jam ahlO Date : /O SCANNED WESTWOOD COMMUNITY CHURCH Standby Letter Of Credit MN14XXdonnae00157900007058009090210Y Wolters Kluwer Financial Services 01996, 2010 Bankers Systems' Page 1 Status Report Friday, July 01, 2011 Plan.OR6 2W us1 2000 two M T W T F S S M T W T F S S M T W T F S 1 2 3 4 5 2 3 4 56 T'8 6 2 i 8 910 111 3 4.3 5 e-9 10 11 12 13 14 /314 15 16 17 ie i8 10 11--12 13 14 15.16 17 18 /9 2021 20 21 22 23 242526 17 18 19 20. 21- 2223 24 25 211 29 211. 21'26 29§5 31 - 24 ......... Securities Lart Due S P Category Description 11011 8r1INI 0 LC #520154 dated 9/2/10expires8/1/it Westwood Community Church Building Expansion Site Plan Agreement 09-03 $6,000 (landscaping) Replaced $2,500 cash escrow, which was returned to Westwood Community Church. Notify Bob, Jill and Alyson on 7/1/2011. 1026/10 - Per Alyson, this LC also covers the Grading Permit No. 10-03. KM 7/14/11 -Notified Bob, Jill and Alyson/Joe. 729/11 - Per Jill and Terry, ok to release letter of credit. Letter of credit returned to KlemBank. Activity closed. Kim ...__ .......... _. _....... ..... .................................. ....... ...... . _......._ ........... .._..... .................. 0 La neYebpMnl cap. nSp'A11 M z @ PM 5':SIMUS P ipiy Meuwissen, Kim From: Sinclair, Jill Sent: Wednesday, July 27, 2011 10:08 AM To: Meuwissen, Kim; Generous, Bob; Fauske, Alyson; Shamla, Joe Subject: RE: Westwood Church Building Expansion Site Plan Landscaping Escrow Hi Kim, The landscaping is complete and the landscape portion of the escrow can be released. Jill Sinclair Environmental Resources Specialist Cite of Chanhassen 952-227-11:13 From: Meuwissen, Kim Sent: Thursday, July 14, 20119:40 AM To: Generous, Bob; Sinclair, Jill; Fauske, Alyson; Shamla, Joe Subject: Westwood Church Building Expansion Site Plan Landscaping Escrow Bob/1 i I I/Alyson/Joe, What is the status on this project? Can the letter of credit be released or should be hold onto it? If so, please let me know what date you would like to be notified again. Thanks! LC #520154 dated 9/2/10 expires 8/1/11 Westwood Community Church Building Expansion Site Plan Agreement 09-03 $6,000 (landscaping) Replaced $2,500 cash escrow which was returned to Westwood Community Church. Notify Bob, Jill and Alyson on 7/1/2011. 0 10/26/10 - Per Alyson, this LC also covers the Grading Permit No. MRS KM 7/14/11 - Notified Bob, Jill and Alyson/Joe. Kim MEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1107 MAI LTO: K;IIEL'l4%I SSE \ (ilCI. CfIANHASS'E:N.,VN. US ©Find us on Facebook 5.w (o EK OF PHASE I pui1D�N4 oe x.oeAw �, SAND \ CA _ i LN- Aft A C n wNm� PUY'STP.lW 21(v♦: Sfll94TON I.IIX'. TheMus ardSeedWL�TWI)OD CoMMUNi�`(GHUR.CH x.•/.Ixnwvs ie tixo MWw•n�mu. n[Lfo. a.nm.•vouNn,lmmmi.na�am.miw KAY HALLA ^"" " rtJll ' IaOt)ueaele ss�nry e.qn[ n BCV l: Iii � 0� W 31a) w.,- Da. �osPJ=ems �wYbmG�TONaE�,e[MF aja6 f ..Slums t RE�r[+Iw In rl[enuo afro J// /� w�Tx nwcN,wo cRumw eolrcc¢xomE Swe el RIIEFIn)N0.E-2 . LCPI.Dweq/N.TIve WRMDnx �• ' � \\ •GJ ,A Y i� • 'L Y sfORH PINe-3 � / •(—�—WPPJM IVSLE-J I so0 Pxe'.vEec wr..e:x � \ \'�wEEP aFNENin'+eR exa rwD wve. Su,< • M 90 FO! MRRBMW WIMP -1 �-� ?ND iiYPR FCY.A64GER ------ MKX=L r / ,A \/ /� pE LM•EN SFU [LOm iJ — -. - .J AqIp on mma'a N M X• SOD unit �rq 7L i C+ \ p NEp fPti Ilri61�'1CiS GtNGLU2Cd WESTWOOD COMMIIN ITI'CHUKGk{ ]HN uNI� L[ne[ape psl9n, Insl�l�allpn6 M[IN[N.[e �NcxEM KUy HAUA P•'W "PHA5EIL xre'liUi'le, 2610 ! (u63)YiF69Te 0[9iYXEP[ zz 4 .PLnNT 6cNeouLe NEY Bo�anlrel Nun. Common Neme y ]y 1 nniNe: P _ya[ier Aime PnNWe' Nma PpetliFe Auv I1 /1 CLW f. M P W„mpY Pur[M' __. W P P b eW NII GGi[. c c pz w za c n wncwn D III 'H R -- N RN Gey9Fj I6 Dpp E E WIiIk Sw WX 9 Co aOwv 1)HCDMf. 0 G LI 11 NeX FwrsN( NaXF FNMr RepprSy BIMDDNf. l L Mwbld R pMG Lh X I9 1 CDM. M Savle Mev NhM IM NpX1 Apa II GIX1L P PNowXle [WpYJlplk _ Rx[�e le DDM( VI-EupebXun'Culwnn)' fvWaYJw Pve WeM ID DDNf 9Nup: �1YJiuNesubresans'MnaGells' gmaONleM ee 1]fI CDM. J J ud 0 M_oo( _ R �P PupeP ve:rgnY _ &cMmow Jw pw ]p CDNi.__ FurdePmmen 9Frb Rmu I]RLGNE _ SY ^Y �eXe'S 4on' Swuallon dbn Wwrwrtlurl T DOM. S�P p Gbb Blu/ GIWS BIN we I Cd1l. rreP T 1 _ Tu[m6 V Z! CCNf yi Iq rubu,�N>'lhxmp NgyrRgye RYbnn 6I.I5•CIL 659 5 9iCC mp RFy BIM ]IY15'G. 96B IDNem IP 9maF VNe - ]mx99B Mpy _ ][p[F Phis - 366868 �PopWu 6bemMWes nM DusFFq wW Yn - 11 BCWIf CITY OF CNANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Bmlding Inspedm Pfxxx!: 952.227.1100 Pax: 952.227.1190 Engineerig Plane: 952.227.1160 Fax: 952.227.1170 Finance Plane: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax:952.227.1110 Romation Caper 2310 Gouger Boulevard Phone: 952.227.1400 Fax: 952.227.1404 flaming & NA" Resources Phone: 952.227,1130 Fax:952.227.1110 NM woft 1591 Park Road Phone: 952.227.1300 Fax: 952227.1310 Senior Center Phone: 952.227.1125 Fax:952.227.1110 Web Site www.6chanhassen.mn.us September 29, 2010 Mr. Steve Mader Westwood Community Church 3121 Westwood Drive Excelsior, MN 55331 Re: Westwood Community Church Expansion Escrow Planning Case #09-03 Dear Mr. Mader: City of Chanhassen Check No. 146785 in the amount of $2,500 was mailed to you under separate cover on September 23, 2010. This check represents a refund of the cash escrow submitted with the site plan permit for the above -referenced project. This escrow has been replaced with Letter of Credit No. 520154 in the amount of $6,000 to guarantee site landscaping. If you have any questions or need additional information, please contact me at (952) 227-1131 or btenerous@ci.chanhassen.mn.us. Since Robert Generous, AICP Senior Planner RG:ktm Enclosure gAplan\2009 planning c m\09-03 Westwood community church expansion\e w refund lener.cim Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED CITY OF CHANHASSEN 7700 MARKET BLVD., PO. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 Pay TWO THOUSAND FIVE HUNDRED AND XX / 100 To the order of WESTWOOD COMMUNITY CHURCH 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331-8044 M&I MARSHALL & ILSLEY BANK 146785 17-115!910 Date Amount 9/23/2010 $2,500.00 II'1►,67851I' 1:09100ILS71: 0044G"'4707S"' Check Date: 9/23/2010 Check Amount: $2,500.00 i . A.��t- Vendor No: WESCOM Vendor Name: WESTWOOD COMMUNITY Vendor Acct No: Invoice Number Date Description GL Account Amount 092110 9212010 Security Escrow: Site Plan Agree. 09-03 815-8221-2024 2,500.00 Status Report 11/1/10 PLAN.OR2 Ju 2000 ust 2000 M r2000 M T W T F S M T W T F T F S 1 2 3 4 51 2 2 3 4--5 --6 7 -'8 -6 7 0 9 10 11 12 7 6- 9 9 10 11 12 13 14 15 1314 15 16 17.18 19 14 1516 16 17 18 19 20 21 22 20 21 22 23 24 25 26 21.22 23 23 24 25 26 27 28 29 27 20 29 30 31 - 28 29 W 30 31 __......_ .__ _._ ___._ ___...... V Securities Start Due S P Category Descriptioni 11/1/111 ll/l/10 ® Escrows W Cash Escrow Westwood Community Church Building Expansion Site Plan Agreement 09-03 $2,500 (erosion control & landscaping) Check #37303 from Westwood Community Church received 7/30/09 Notify Bob Generous 7/6/10- Notified Bob/lill. Kim 7/15/10 - Per Jill, project is still under construction. Check status 11/1/10. Kim 9/21/10 - Per Bob, received replacement Letter of Credit No. 520154 in the amount of $6,000 for landscaping to expire 8/1/I1. OK to release escrow to Westwood. Requested check from Finance. Kim 9/23/10 - Finance mailed $2,500 check to Westwood. Activity closed. Kim 02010101W D-eblCory B'?B'1001 PM � Pft" P 9 I CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 07/30/2009 2:18 PM Receipt No. 0106231 CLERK: bethany PAYEE: WESTWOOD COMMUNITY CHURCH 3121 WESTWOOD DRIVE EXCELSIOR MN 55331 Site Plan Agreement 09-03 Erosion Control & Landscaping ------------------------------------------------------- Security ------------------------------ Security Escrow 2,500.00 Total Cash Check 37303 Change 2,500.00 0.00 2,500.00 0.00 SCANNED WESTWOOD COMMUNITY CHURCH Pay Date: 7/30/2009 Ck#: 37303 CITY OF CHANHASSEN Invoice ' Date 'Description 7/30/09 '7/30/2009 'Escrow H Phase II s 'TOTAL 037303 Amount' Discount Net $2,500.00• $0.00' S2 500 00 $2,500.00' $0.00' S2.500 00 SCANNED Notice of Public Hearing 09" U3 Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 3, 2009 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Conditional Use Permit for Multiple Principal Proposal: Structures on one lot and Site Plan Review for a 51,000 square -foot building expansion on property zoned OI, Office and Institutional District—Westwood Community Church Expansion Applicant: Applicant: Cunningham Group Architecture, P.A. Property 3121 Westwood Drive Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input frdm the neighborhood about this projedt. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City s projects web page at: www.ci.chanhassen.mn.us/sere/plan/09-03.htmI. If you wish to talk to someone about this project, please contact Angie Questions & Auseth by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Prmedure: • 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 [he 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 arrendments from residential to commemiaVndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethina to be included in the report, please contact the P1VIIi@QaWK person named on the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, Information and data located In various city, county, state and federal offices and other sources regarding the area shown, and Is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking -- any other purpose requiring exacting measurement of distance or direction or precisl In the depiction of geographic features. 0 errors or discrepancies are found plea contact 952-227-1107. The preceding disclaimer Is provided pursuant to Minnes< Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the C shall not be liable for any damages, and expressly waives all claims, and agrees defend, indemnify, and hold harmless the City from any and all claims brought by Us its employees or agents, or third parties which arise out of the user's access or use data provided. Ssi 'lc CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn. us SCANNELI 049J82036654 $ 00.420 d 02/19/2009 Mailed From 55317 US POSTAGE HERITAGE DEVELOPMENT OF MN INC 422 EAST COUNTY ROAD D ST PAUL MN 55117-1218 5.93 NSE 1 1091 06 02/19/09 RETURN TO SENDER :FIERITAGE DEVELOPMENT MOVED LEFT NO ADDRESS UNADLE TO FORWARD RETURN TO SENDER DC: 59317014747 +'0478-05045-19-43 II VIII IIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIII II IIIIIIII IIIIII III Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehlcr Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel]. Edmunds Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-I2W.00M CAMPBELL KNUTSON Professional Association Direct Did: (651)134-6222 E-maitAddress: sndson@ck-law.com November 11, 2009 RECEIVED NOV 1 6 2009 Ms. Kim Meuwissen City of Chanhassen CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN—RECORDATION OF DOCUMENTS ➢ Site Plan Permit #09-03 — Westwood Community Church Property Planning Case No. 09-03 (Part of NW % of SW % and the SW '/4 of the NW 1/. of Section 9 and that part of Government Lots 8&9, all in Township 116 North, Range 23 West of the 5t° Principal Meridian — Certificate of Title No. 33400.0) Dear Kim: Enclosed for the City's files please find original recorded Site Plan Permit #09-03 for a 51,000 sq. ft., 2 -story multi-purpose building on the Westwood Community Church property described above. The site plan permit was recorded with the County on October 2, 2009 as Torrens Document No. T172704. Regards, CAMPBELL KNUTSON Profe' :a1 Association SuAanB R. Ne son, Le Assistant SRN:ms Enclosure SCANNED Document No. OFFICE OF THE REGISTRAR OF TITLES T 172704 CARVER COUNTY, MINNESOTA Receipt # Cert # 33400 Fee$46 00 Certified Recorded on 10/212009 at 12:00 ❑ AM W PM 172704 ffi IIIIIIiIIiI VIII III Carl W. Hanson, r Registrar of Tides CITY OF CHANHASSEN SITE PLAN PERMIT # 09-03 SPECIAL PROVISIONS AGREEMENT dated March 23, 2009, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Westwood Community Church, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 51,000 square -foot, two-story multi-purpose building (referred to in this Permit as the "project'). The land is legally described as shown on Exhibit B. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: Site Plan prepared by Cuningham Group Architects, P.A., and Westwood Professional Services, Inc., dated 01/30/09. Plan B: Grading, Drainage and Erosion Control Plan prepared by Westwood Professional Services, Inc, dated 01/30/09. PlanC: Landscaping Plan prepared by Close Landscape Architecture+, dated 01/30/09. PlanD: Utility Plans prepared by Westwood Professional Services, Inc, dated 01/30/09. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2010. 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. SCANNED 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $2,500.00 (erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Westwood Community Church 3121 Westwood Drive Excelsior, MN 55331 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 51,000 square -foot, two-story multi-purpose building, which may be constructed in phases, subject to the following conditions: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. Windows shall be added to the northwest elevation in the multi-purpose area. c. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. d. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. e. Buildings are required to have automatic fire extinguishing systems. I. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. g. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. h. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. i. The rock construction entrance shall be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. j. Silt fence north of Pond B be extended to the northwest to the 990 contour. k. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 1. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. in. Pond maintenance access should be shown on the plan. n. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. o. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. p. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. q. Any material exported to another location in Chanhassen may require a grading or interim use permit. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF�CHANHASSEN BY: 4L ThomFurlong, Mayo AND: Ad Gerhardt, City anager WESTWOOD COMMUN]TY CHURCH BDirector l\_ Its q; 5 Y, STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /Qday of , 2009, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City f Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. „ KAR]Pub LGERT STATE OF MINNESOTA ) 0 ( SS. COUNTY OF ) Ak% The foregoing instrument was acknowledged before me this day of rube r, 2009 by S J e n Ma-ct e ✓ , Pastor/Director of Adninistration of Westwood Community Church, on behalf of the Church. ARY P LIC DRAFrED BY: City of Chanhassen 7700 Market Boulevardo. Box la7 �\ P. 3�� KIM T. MEUWISSEN Chanhassen, MN 55317 Notary Public -Minnesota (952) 227-1100 my Commission Expires Jen 31, 2010 CITY OF CHANHASSEN SITE PLAN PERMIT E) I IT "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. 5 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property. 0 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 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. 7 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT i\��'t��anK� c\ ct.eSSoto ��<; e �k �y Tv 4Z et �v :c S+ Nc4j•""c;) 3 Ko(C which holds a mortgage on the subject property, the development of which is governed by theLr.uSKq 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 r4/1'�� 2009. KLEIN BANK v STATE OF MINNESOTA ) ( ss. COUNTY OF c ?( ) The foregoing instrument was acknowledged before me this ,�+day of 2009, by 2\ C', e ` \Z _ �--c.\ , \ , Vice President, Business Banking of KleinBank - Chaska, on behalf of the bank. % / I NOTARY PUBLIC 0MyJULIE KAY KOOSMAN Notary Public Minnesota Canmrssion Expires January 31,2010 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 EXHIBIT°B" TO SITE PLAN PERMIT #09-03 That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Beginning at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West, a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East, a distance of 206.39; feet thence South 28 degrees 11 minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Southerly along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40 minutes 46 seconds East, along said south line of Government Lot 8 about 1756 feet to the southeast corner of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, to a point 248.27 feet westerly from the southeast corner of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet, to the east line of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West; along last said East line, a distance of 1046.12 feet to said point of beginning. EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter;thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77'feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 48630 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. AISO EXCEPT; That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 15.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to point hereinafter referred to as "Point A", thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point All; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 20639 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet, to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. ALSO EXCEPT: All of ZIMMERMAN FARM IST ADDMON, according to the recorded plat thereof, Ii ncluding Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet;thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet; thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. ALSO EXCEPT: That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest corner of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 22835 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly corner of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentation of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the southerly line of said Field Lane as monumented, a distance of 283.38 feet;thence South 10 degrees 46 minutes 16 seconds West a distance of 40.62 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 60.84 feet to said point of beginning. ALSO EXCEPT: The westerly 30 feet thereof. Subject to the easement for electric transmission line purposes originally established by the Easement Sled for record January 9, 1939, in Book 43 of Deeds, Page 195, as partially released and limited by the Partial Release of Easement filed for record November 9, 1990 as Carver County Recorder Document No. 119406. (TORRENS PROPERTY— Certificate #33400) IMI 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. 9/22/09 09-03 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ 09 -63 COPIES DATE NO. DESCRIPTION 1 3/23/09 09-03 Site Plan Permit 2003-03 Signature Page (Westwood Community Church 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 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 Sue - attached is the signature page ONLY as you requested. Please contact me if you need anything else. Thanks! COPY TO: SIGNEC If enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN M ANI WESTWOOD COMMUNITY CHURCH 13'dj2i� Its �a54C' - STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /8'day of2009, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City f Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. VARY LIC �; -- � KAREN J. ENGEUigRDT STATE OF MINNESOTA y..,;._,. Notary Public-Minneso(a ) My Cpnm7sspn Expires Jan 37. 2070 ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of r; 2009 by ,�NeJe n M cl2 ✓ ARY P LIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard KIM T. MEUWISSEN P. O. Box 147 -' Chanhassen, MN 55317�? au,• Notary Public -Minnesota (952) 227-1100 ' My CommHsion ExPiM Jan 31, 2010 4 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 1&9Xx3 Sue Nelson RE: ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ 0c,-()3 COPIES DATE NO. DESCRIPTION 1 3/23/09 09-03 Site Plan Permit 2003-03 Westwood Community Church ❑ FOR BIDS DUE THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Steve Mader, Westwood Community Church SIGN copies for approval copies for distribution corrected prints SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN PERMrf # 09-03 SPECIAL PROVISIONS AGREEMENT dated March 23, 2009, by and between the CrrY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Westwood Community Church, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 51,000 square -foot, two-story multi-purpose building (referred to in this Permit as the "project"). The land is legally described as shown on Exhibit B. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: Site Plan prepared by Cuningham Group Architects, P.A., and Westwood Professional Services, Inc., dated 01/30/09. Plan B: Grading, Drainage and Erosion Control Plan prepared by Westwood Professional Services, Inc, dated 01/30/09. Plan C: Landscaping Plan prepared by Close Landscape Architecture+, dated 01/30/09. PlanD: Utility Plans prepared by Westwood Professional Services, Inc, dated 01/30/09. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2010. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $2,500.00 (erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Westwood Community Church 3121 Westwood Drive Excelsior, MN 55331 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 51,000 square -foot, two-story multi-purpose building, which may be constructed in phases, subject to the following conditions: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. Windows shall be added to the northwest elevation in the multi-purpose area. c. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. d. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. e. Buildings are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. g. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. h. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. i. The rock construction entrance shall be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. j. Silt fence north of Pond B be extended to the northwest to the 990 contour. k. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 1. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. in. Pond maintenance access should be shown on the plan. n. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. o. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. p. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. q. Any material exported to another location in Chanhassen may require a grading or interim use permit. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 3 CITY OF CHANHASSEN r��BY: Thomas A. Gerhardt, City Manager WESTWOOD COMMUNITY CHURCH BI Its Dl9E-�L- 2 (L e- [_ A 7_ K tW�i?2/k' -'P, 0 i STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this�(?'Nay of2009, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City o Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. J „ A Y KAREN J. ENGELHARDT Notary Public -Minnesota STATE OF MINNESOTA _=i .........._--- r ( ss. COUNTY OF CAWR,) M The foregoing instrument was acknowledged before me this day of 2009 by Si -a- S f9c da K NOTARY PUBLIC DRAFTED BY: City of Chanhassen ■ 7700 Market Boulevard RF�F3Y C. AR![3� iON P. O. Box 147 NOTARY PUaLIG44INN280TA Chanhassen, MN 55317 My C00 400ft ExON Jan. 31, 2010 (952) 227-1100 M 4 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION I. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the wan-anties at the time of final acceptance. 5 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys'fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property. 2 J I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. 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 fumish 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. 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M ➢mr ✓ a.y..�a ✓fur .we ro !� ewc M a�nMl fbd b rsob woi. k NX N EaA N K 0.wh pqw rror a> WEV> rMnwd aN I{nM e) Ne RX'✓ Reeam N L nt !M b revert l�mlV A 1990 w Cex. Conblbrv.me txar•Vf x• DeW. CONSENT Owners of all or part of the subject property, the development of which is erred by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and afir6e to be bound by the provisions as the same may apply to that portion of the subject property q)wfied by them. Dated this _ day of STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was 2009, by DRAPIED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 11' before me this day of N/A t, NOTARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT c. 5 «eSScf (� Ce �� �y 1` ecc�e� iv F:sS� KC;((C which holds a mortgage on the subject property, the development of which is governed by theLnuSKq 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 qday of 14/%��/ , 2009. STATE OF MINNESOTA ) COUNTY OF C wt ,ie ( ) The 2009, by _ ee Ae!Wleef, �il�/II�1! 6/dcn.Ei ,�/C'/✓L CK�E (.�(6'j. 0 ( ss. k instrument was acknowledged before me this day of C DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 10 NOTARY PUBLIC LMYJULIE KAY KOOSMAN Notary Public Minnesota Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. ]amnik Andrea McDowell Poehic! Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Cur, Suite 317 • Fagan, MN 551' 651452-5000 Fax 651-452-5550 www.ck-law.com Cqt-0') CAMPBELL KNUTSON Professional Associatior k** Direct Dial: (652) 234-6222 E-mail Address: snelson&k4mcom May 14, 2009 N39SVHWH;f j0 A_Lf, 60OZ S I AVA Ms. Kim Meuwissen ®3n�3�3 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN— MISC. RECORDED DOCUMENTS ➢ CUP #2009-03 — Westwood Community Church Expansion (Part of the NW '/4 of the SW '/4 and the SW '/4 of the NW '/4 of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5t° Principal Meridian — Torrens Certificate No. 33400) Dear Kim: Enclosed for the City's files please find original recorded CUP #2009-03 concerning the Westwood Community Church expansion which was recorded with the County on April 21, 2009 as Torrens Document No. 170369. Regards, CAMPBELL KNUTSON Professional Association SRN:ms S an R. Nelson, egal ssistant Enclosure SCANNED Document No. OFFICE OF THE REGISTRAR OF TITLES T 170369 CARVER COUNTY, MINNESOTA Receipt # Cert_# 33400 Fee $46 00 Certified Recorded on 4/21/2009 at 04:00 ❑ AM PPM I IIIIIII 170369 (1 III IIII I I Carl Reg Regisof Titlesr. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2009-03 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A. To permit two buildings (principal structures) on one parcel, pursuant to Section 20- 902 of the Chanhassen City Code. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued for Westwood Community Church — Planning Case #09-03, with the following conditions: -a. The site development shall comply with the requirements of the approved site plan #09-03. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: Manch 23, 2009 I SCANNED CITY OF CHANHASSEN BY: Tom Furlong, Mayor (SEAL) AND: �ZV21—m— Todd Gerhardt, City Manager STATE OF MINNESOTA (ss COUNTY OF CARVER ) h The foregoing instrument was acknowledged before me this to day of mar , 2009, 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. �• NOTAR PUBLIC DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard KIM T. MEUIMSSEN Notary Public -Minnesota Chanhassen, MN 55317 ... my G mmiwm E)pM Jan 31, 2010 (952)227-1100 EXHIBIT "A" TO CONDITIONAL USE PERMT #2009-03 That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Beginning at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West, a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East, a distance of 206.39; feet thence South 28 degrees 11 minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Southerly along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40 minutes 46 seconds East, along said south line of Government Lot 8 about 1756 feet to the southeast corner of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, to a point 248.27 feet westerly from the southeast corner of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet, to the east line of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West; along last said East line, a distance of 1046.12 feet to said point of beginning. EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: A-1 Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter;thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. ALSO EXCEPT; That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to point hereinafter referred to as "Point A", thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 20639 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet, to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. A-2 ALSO EXCEPT: All of ZIIM!I IEIi.MAN FARM 1ST ADDITION, according to the recorded plat thereof, including Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet;thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet; thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. ALSO EXCEPT: That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest corner of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 228.35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly corner of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWAShTA, according to the found monumentation of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the southerly line of said Field Lane as monumented, a distance of 283.38 feet;thence South 10 degrees 46 minutes 16 seconds West a A-3 distance of 40.62 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes. 16 seconds East a distance of 60.84 feet to said point of beginning. ALSO EXCEPT: The westerly 30 feet thereof. Subject to the easement for electric transmission line purposes originally established by the Easement filed for record January 9, 1939, in Book 43 of Deeds, Page 195, as partially released and limited by the Partial Release of Easement filed for record November 9, 1990 as Carver County Recorder Document No. 119406. (TORRENSPROPERTY — Certificate #33400) A-1 CITY OF September 11, 2009 Klein Bank 7700 Market Boulevard 600 West 78`s Street PBox 147 P. O. Box 399 Chanhassen, MN 55317 Chanhassen, MN 55317 Adninnisiradon Re: Phone: 952227.1100 Fax: 952 227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engli Phone: 952.227.1160 Fax: 952227.1170 Fnance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Carlo 2310 Coulter Boulevard Phone: 952.227.1400 Fax 952.2271404 Planning & Natural Resources Phone 952.227.1130 Fax: 952.227.1110 Publk; Works 1591 Park Road Phare: 952.227.1300 Fax: 952.227.1310 SM&CIIIota Phare: 952.227.1125 Fax: 952.227.1110 Web SIB wwrad.chanhassen.mn.us Westwood Community Church 3121 Westwood Drive, Excelsior, MN 55331 City of Chanhassen, Carver County, Minnesota PIN 019-250083310 To whom it may concern: This office has been requested to confirm certain facts and circumstances concerning the current zoning and land use status of the above referenced project. In furtherance of that request, we hereby confirm and advise you as follows, to wit: The above referenced Project is located within the corporate limits of the City of Chanhassen, Carver County, Minnesota. Accordingly, the building and other improvements comprising the project are under the jurisdiction and are required to comply with the building codes, ordinances and regulations of the City of Chanhassen, Carver County, Minnesota. 2. The Project currently is located in a district with zoning classification of Office and Institutional, OI, and comprehensive plan designation of Public/Semi-Public. The zoning classification is consistent with the comprehensive plan designation. 3. The use of the Project for a church use is a permitted use under the aforesaid zoning classification and is consistent with the aforesaid comprehensive plan designation. 4. The Project use, as described above, complies with the above stated current zoning classification and all current zoning requirements and regulations applicable thereto, including parking requirements, and also complies with the above stated comprehensive plan designation and all requirements applicable thereto. Chanhassen is a Community for life - °roviding for Today and Planning for Tomorrow Klein Bank Westwood Community Church September 11, 2009 Page 2 The improvement to the Project were approved on September 27, 2001, the Chanhassen City Council approved Site Plan #2001-10, plans prepared by Hammel, Green and Abrahamson, Inc., dated July 6, 2001, with a one story variance from the Office and Institutional district regulations and a 2.5 foot variance from the 40 foot building height Highway Corridor District regulations for a 69,756 square foot fellowship hall for the fust phase of a religious campus. On July 12, 2004, the Chanhassen City Council approved Planning Case #04-20 Site Plan Review for a 166 -space parking lot expansion, extension of temporary drive and extension of West 78h Street. On March 23, 2009, the Chanhassen City Council approved the following: A Conditional Use Permit to permit two buildings on one parcel: and, Site Plan Permit #09-03 for a 51,000 square -foot, two-story multi-purpose building, 6. The Project 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. There are no additional variances, conditional use permits, or special use permits required for the construction of the improvements on the Project. Our review of the records of this office with respect to the Project reveals no current active violations by the Project of the zoning regulations or land use approvals applicable thereto, and no past violations of the same which remain uncured at this time. This information was researched by the undersigned as a public service. The undersigned certifies that the above information is believed to be accurate based on or relating to the information supplied; 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 regular business hours. Should additional information be required of this office concerning the properties, you may contact the undersigned. Sincerely, Robert Generous, AICP Senior Planner Enclosure gAplan\bg\westwood\zoning letter westwood church 3.doc WE MOOD September 10, 2009 City of Chanhassen 7700 Market Blvd o PO Box 147 Chanhassen MN 55317 N d 3 Re: Zoning Letter s To Whom It May Concern: N N N As you may know, Westwood Community Church is planning to build an addition with Klein Bank as our Mortgage and Construction Loan Lender. Klein Bank has requested LL a letter from the City of Chanhassen "addressed to the Bank from an appropriate municipal officer regarding zoning and building code compliance." a N We would appreciate if the appropriate department would be able to draft that letter. r Thank you for your assistance. a Steve Mader Pastor of Business Administration Westwood Community Church 3121 Westwood Drive Excelsior, MN 55331 WIEVWooD September 10, 2009 City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen MN 55317 Re: Flood Plain Letter To Whom It May Concern: As you may know, Westwood Community Church is planning to build an addition with , Klein Bank as our Mortgage and Construction Loan Lender. Klein Bank has requested a letter from the City of Chanhassen verifying that the Westwood Community Church addition and it's property is not in a flood plain. o 0 r We would appreciate if the appropriate department would be able to draft that letter N addressed to Westwood Community Church. L Thank you for your assistance. a C-- Orvrr�� Steve Mader Pastor of Business Administration Westwood Community Church 3121 Westwood Drive Excelsior, MN 55331 FAX COVER SHEET a Date: �� co Company: 7700 Market Blvd Attention: P.O. Box 147/_ Chanhassen, MN 55317 Fax Number: 2 `-f `r" 2' 4 2-&9 General Phone: 952-227-1100 Sent By: Administrative Far 952-227-1110 Bldg//nspections Far 952-227-1190 Direct Dial No: Engineering Fac 952-227-1170 Park/Becreation Fax: 952-227-1110 Planning Far 952-227-1110 Sending :� pages, including cover page. Public Works Far 952-227-1310 Recreation Center Fax: 952-227-1404 E2'" Please find the information you requested Web Address: www.cichanhassen.mmus ❑ Please review and call me ❑ Please call to confirm receipt of this fax If you do not receive all pages, or are experiencing other problems in transmission, please call the sender at his or her direct dial number. CITY OF July 10, 2009 CHA NSEN Ms. Diane Buckentine 7700 Market Boulevard Title Mark. PO Box 147 Chanhassen, MN 55317 121 West Main Street, Suite 200 Waconia, MN 55387 Administration Re: Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phare: 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 Renaaft Center 2310 Couher Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Far: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior center Phone: 952.227.1125 Fax: 952.227.1110 Web SRe www.ci.chanhassen.mn.us Westwood Community Church 3121 Westwood Drive, Excelsior, MN 55331 City of Chanhassen, Carver County, Minnesota PIN 019-250083310 Dear Ms. Buckentine: This office has been requested to confirm certain facts and circumstances concerning the current zoning and land use status of the above referenced project. In furtherance of that request, we hereby confirm and advise you as follows, to wit: 1. The above referenced Project is located within the corporate limits of the City of Chanhassen, Carver County, Minnesota. Accordingly, the building and other improvements comprising the project are under the jurisdiction and are required to comply with the building codes, ordinances and regulations of the City of Chanhassen, Carver County, Minnesota. 2. The Project currently is located in a district with zoning classification of Office and Institutional, OI, and comprehensive plan designation of Public/Semi-Public- The zoning classification is consistent with the comprehensive plan designation. 3. The use of the Project for a church use is a permitted use under the aforesaid zoning classification and is consistent with the aforesaid comprehensive plan designation. 4. The Project use, as described above, complies with the above stated current zoning classification and all current zoning requirements and regulations applicable thereto, including parking requirements, and also complies with the above stated comprehensive plan designation and all requirements applicable thereto. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Westwood Community Church July 10, 2009 Page 2 5. The improvement to the Project were approved on September 27, 2001, the Chanhassen City Council approved Site Plan #2001-10, plans prepared by Hammel, Green and Abrahamson, Inc., dated July 6, 2001, with a one story variance from the Office and Institutional district regulations and a 2.5 foot variance from the 40 foot building height Highway Corridor District regulations for a 69,756 square foot fellowship hall for the first phase of a religious campus. On July 12, 2004, the Chanhassen City Council approved Planning Case #04-20 Site Plan Review for a 166 -space parking lot expansion, extension of temporary drive and extension of West 78h Street. On March 23, 2009, the Chanhassen City Council approved the following: A Conditional Use Permit to permit two buildings on one parcel: and, Site Plan Permit #09-03 for a 51,000 square -foot, two-story multi-purpose building, 6. The Project 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 2700510005 B, effective July 2, 1979. 7. There are no additional variances, conditional use permits, or special use permits required for the construction of the improvements on the Project. Our review of the records of this office with respect to the Project reveals no current active violations by the Project of the zoning regulations or land use approvals applicable thereto, and no past violations of the same which remain uncured at this time. This information was researched by the undersigned as a public service. The undersigned certifies that the above information is believed to be accurate based on or relating to the information supplied; 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 regular business hours. Should additional information be required of this office concerning the properties, you may contact the undersigned. Sind Robert Generous, AICP Senior Planner Enclosure JUL-09-2009 14:35 TM ABSTRACTING 9524484269 P.01 oft TITLE MARK 'Zhe @3aym6ol o� 6xcellenee in '�-&lle (25ezvices TO: Planning & Zoning FROM: Production Department COMPANY: City of Chanhassen DATE: July 9, 2009 FAX NUMBER: 952-227-1110 RE: 20090798rm i ORIGINAL FORWARDED VIA _ First Class Mail _ Special Delivery XX Not Forwarded This transmission consists of� page(s), plus this cover page. If you have any problems with this fax transmission, please contact Diane at (952) 442- 7765. ADDITIONAL INFORMATION Attached is a zoning letter request for Westwood Community Church. If you have any questions or concerns, please call me at 952-442-7765. Your prompt attention to this matter is most appreciated. Thanks much! Qmu�c�h! &0 "�� Waconia Office: 121 West Main Street, Suite 200, Waconia, MN 55387 (952) 442-7777 Fax (952) 44?1 Abstract/Production Department 121 West Main Street, Suite 200, Waeonia, MN 55387 (952) 442.7777 F 52) 448-4269 JUL-09-2009 14:35 July 9, 2009 Til ABSTRACTING TITLE MARK 7`,he @symbol 4 (9xceUawe in C title @SJmic& City of Chanhassen Attention: Planning & Zoning 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 RE: Westwood Community Church 9524484269 P.02 File No.#: 20090798rm Dear Sir/Madam: We have been asked to provide affirmative title insurance for the zoning classification of the following property: Legal description attached hereto as Exhibit "A" Tax Parcel Number: 25-0083310 Property Address: 3121 Westwood Drive, Excelsior, Minnesota. Owner: Westwood Community Church If any of the three items above are not consistent with your records, please contact the undersigned as soon as possible. We need a written response listing the current zoning classification and a list of all permitted and conditional uses for the subject parcel. If the subject parcel is a P.U.D., please send a copy of the agreement between the City and the property owner/developer. Thank you for your prompt attention. Very truly yours, T LE'�VIARK c en a waconia Office: 121 West Main Street, Suite 200, Waconia, MN 55387 (952) 442-7777 Fax (952) 442-1360 Production Department 121 West Main Strect, Suite 200, Waconia, MN 55387 (952) 442.7777 Fax (952) 448.4269 'SUL-09-2009 14:35 TM ABSTRACTING 9SP44R49F9 P Ri File No.: 20090798 M*;4:IYiI1 Parcel 1: That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5`h Principal Meridian described as follows: Beginning at the southeast corner of said Northwest Quarter of the Southwest Quarter; thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 248,27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet; thence South 89 degrees 09 minutes 03 seconds East a distance of 247.58 feet to the east line of said Northwest Quarter of the Southwest Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said east line, a distance of 129.59 feet to the point of beginning, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. Parcel 2: That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5'h Principal Meridian described as follows: Commencing at the Southeast corner of said Northwest Quarter of the Southwest Quarter thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, a distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet to the point of beginning of the land to be described; thence continuing North 0 degrees 35 minutes 13 seconds West a distance of 149.91 feet; thence South 89 degrees 41 minutes 03 seconds East a distance of 246.67 feet to the east line of said Northwest Quarter of the Southwest Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said east line, a distance of 152,23 feet to the intersection with a line which bears South 89 degrees 09 minutes 03 seconds East from the point of beginning; thence North 89 degrees 09 minutes 03 seconds West a distance of 247.58 feet to the point of beginning. AND Parcel 3: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Beginning at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West, a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East, a distance of 206.39; feet thence South 28 degrees 1 1 minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distancc of JUL-09-2909 14:35 TM ABSTRACTING Q4JAAQA7aQ P SAA Filc No.: 20090798 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Southerly along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40 minutes 46 seconds East, along said south line of Government Lot 8 about 1756 feet to the southeast comer of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter; a distance of 1054.74 feet, to a point 248.27 feet westerly from the southeast comer of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet, to the east line of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West; along last said East line, a distance of 1046.12 feet to said point of beginning. EXCEPT: (Exception No. 1) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5'h. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds west, a distance of 451.81 feet to the point of beginning. ALSO EXCEPT: (Exception No. 2) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5`s. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to point hereinafter referred to as "Point A", thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115,18 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 JUL-09-PAAa 7d:7C T. - - - - nn,� i rani. i i ivu 7JG44L34Gb7 h'. b5 File No.: 20090798 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet, to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. ALSO EXCEPT: (Exception No. 3) All of ZIMMERMAN FARM I ST ADDITION, according to the recorded plat thereof, including Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: (Exception No. 4) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5'h. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet; thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. ALSO EXCEPT: (Exception No. 5) That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest comer and the southwest comer of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 228,35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly comer of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentation of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the southerly tine of said Field Lane as monumented, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 40.62 feet: thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 60.84 feet to the said point of beginning. ALSO EXCEPT: (Exception No. 6) The westerly 30 feet thereof. TOTAL P.05 CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspeclions Phone: 952.227.1180 Fax: 952.721.1190 F0 Plane: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952227.1110 Recreation Center 2310 Caller Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax: 952.227.1310 Senior Center Phane:952.227.1125 Fax: 952.227.1110 Web Site wwad.dardhassen.rrm.us &9-03 March 25, 2009 Mr. Steve Mader Westwood Community Church 3121 Westwood Drive Excelsior, MN 55331 Re: Westwood Community Church Expansion Planning Case #09-03 Dear Mr. Mader: This letter is to confirm that on March 23, 2009, the Chanhassen City Council approved the following: A Conditional Use Permit to permit two buildings on one parcel, subject to the following condition: The site development shall comply with the requirements of the approved site plan #09-03." And, Site Plan Permit for a 51,000 square -foot, two-story multi-purpose building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Windows shall be added to the northwest elevation in the multi-purpose area. 3. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. 4. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. 5. Buildings are required to have automatic fire extinguishing systems. 6. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow WANNEO Mr. Steve Mader Westwood Community Church March 25, 2009 Page 2 7. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. 8. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. 9. The rock construction entrance shall be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. 10. Silt fence north of Pond B be extended to the northwest to the 990 contour. 11. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 12. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. 13. Pond maintenance access should be shown on the plan. 14. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 15. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. 16. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. 17. Any material exported to another location in Chanhassen may require a grading or interim use permit. Enclosed is a site plan agreement that must be executed by Westwood Community Church. 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 July 21, 2009). The required security specified in the site plan agreement ($2,500.00) shall be submitted prior to the City issuing a building permit. A separate building permit application and review is required. A copy of the executed agreement will be returned for your files. o-1!. naa Mr. Steve Mader Westwood Community Church March 25, 2009 Page 3 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. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Sincerely, 1 , Robert Generous, AICP Senior Planner laff"t M11 ec: Mr. Charles Stoffel, Cuningham Group Architecture, P.A. Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official Enclosure g:\plan\2009 planning cas X09-03 wes[wood community church expansioulapproval lettecdoc CITY OF CHANHASSEN SITE PLAN PERMrr # 09-03 SPECIAL PROVISIONS AGREEMENT dated March 23, 2009, by and between the C1TY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Westwood Community Church, (the "Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 51,000 square -foot, two-story multi-purpose building (referred to in this Permit as the "project"). The land is legally described as shown on Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: Site Plan prepared by Cuningham Group Architects, P.A., and Westwood Professional Services, Inc., dated 01/30/09. Plan B: Grading, Drainage and Erosion Control Plan prepared by Westwood Professional Services, Inc, dated 01/30/09. PlanC: Landscaping Plan prepared by Close Landscape Architecture+, dated 01/30/09. PlanD: Utility Plans prepared by Westwood Professional Services, Inc, dated 01/30/09. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2010. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $2,500.00 (erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Westwood Community Church 3121 Westwood Drive Excelsior, MN 55331 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 51,000 square -foot, two-story multi-purpose building, which may be constructed in phases, subject to the following conditions: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. Windows shall be added to the northwest elevation in the multi-purpose area. c. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. d. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. C. Buildings are required to have automatic fire extinguishing systems. f. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. g. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. h. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. i. The rock construction entrance shall be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. j. Silt fence north of Pond B be extended to the northwest to the 990 contour. k. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 1. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. in. Pond maintenance access should be shown on the plan. n. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. o. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. p. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. q. Any material exported to another location in Chanhassen may require a grading or interim use permit. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 3 CITY OF CHANHASSEN M Thomas A. Furlong, Mayor Todd Gerhardt, City Manager WESTWOOD COMMUNITY CHURCH 13W Its STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 2009, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2009 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 4 NOTARY PUBLIC CITY OF CHAN14ASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 5 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default, In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property - 21 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/diswrbance 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. 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CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 2009 STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2009, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Bmlevmd P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 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 2009. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2009, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 10 NOTARY PUBLIC 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. 3/26/09 09-03 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 3/23/09 09-03 Conditional Use Permit Westwood Community Church Expansion) ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Westwood Community Church SIGNED copies for approval copies for distribution corrected prints SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2009-03 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A. To permit two buildings (principal structures) on one parcel, pursuant to Section 20- 902 of the Chanhassen City Code. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued for Westwood Community Church — Planning Case #09-03, with the following conditions: a. The site development shall comply with the requirements of the approved site plan #09-03. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: March 23, 2009 CITY OF CHANHASSEN BY: N Tom Furlong, Mayor (SEAL) AND: zv� odd Gerhardt, City Manager STATE OF NHNNESOTA (sS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this to day of March, 2009, 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. IAM '• NOTAR PUBLIC DRAFTID BY: City of Chanhassen P. O. Box 147 KIM I MEUWISSEN 7700 Market Boulevard i Chanhassen, MN 55317 ca Notary Public -Minnesota My Commission Expires Jan 31.2010 (952)227-1100 2 is •fVa. CHICAGO TITLE INSURANCE COMPANY ALTA LOAN' POLICY Schedule A Legal Description Continued File No.: CA 16562 CARVER COUNTY, MINNESOTA That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Rauge. 23 West of the 5th Principal Meridian, described as follows: Beginning at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of. said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a dis):ance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 63858 feet; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 368.S7 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Southerly, along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40 minutes 46 seconds East, along said south line of Government Lot 8 about 1756 feet to the southeast corner of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south tine of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, to a point 248.27 feet westerly from the southeast corner of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet, to the east line of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West; along last said east line, a distance of 1046.12 feet to said point of beginning. EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 1-5 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 97850 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. CONTINUED ON NEXT PAGE CHICAGO TITLE INSURANCE COMPANY ALTA LOAN POLICY Schedule A Legal Description Continued File No.: CA 16562 ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to a point hereinafter referred to as "Point A"; thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet, to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet, thence North 69 degrees 13 minutes 44 seconds West a distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of1266.35 feet to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. . ALSO EXCEPT: All of ZIMMERMAN FARM 1ST ADDITION, according to the recorded plat thereof, including Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th Principal Meridian, described as follows: Commencing at the Southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west tine of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds west a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East, a distance of 56.31 feet; thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. CONTINUED ON NEXT PAGE CHICAGO TITLE INSURANCE COMPANY ALTA I..OAN POLICY I Schedule A Legal Description Continued File No.: CA 16562 ALSO EXCEPT: That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest corner of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 228.35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly comer of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentation of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the southerly line of said Field Lane as monumented; a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 40.62 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 60.84 feet to said point of beginning. (TORRENS) Oq_03 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION PLANNING CASE #09-03 QMW Application of Westwood Community Church for a Conditional Use Permit for multiple buildings on one parcel; and Site Plan Approval for 51,000 square -foot, two-story multi- purpose building — Planning Case 2009-03. On March 3, 2009, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Westwood Community Church for development approval to build an expansion of their development. The Planning Commission conducted a public hearing on the proposed development 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 Office and Institutional District, OI. 2. The property is guided in the Land Use Plan for Public/Semi-Public uses 3. The legal description of the property is shown on the attached Exhibit A. 4. Conditional Use Permits: a. The proposed use will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and SCANNED services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed use will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for certain uses as provided in the zoning ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. 5. Site Plan: a. The proposed development 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 development is consistent with the site plan review requirements; c. The proposed development 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 development 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 development 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 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #09-03 dated March 3, 2009, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Conditional Use Permit for multiple buildings on one parcel; and Site Plan Approval for a 51,000 square - foot, two-story multi-purpose building. ADOPTED by the Chanhassen Planning Commission this 3`a day of March, 2000. PLANNING COMMISSION Chairman 1.1 ... PA�( I Wr pr d M Iw..w1 w.Ir a. W .!M..r Pr.n J irefrn a rnrnp :r6 MVM II yr ]) prl JIM SM nh(wl Mnr4+ N.[Mtl m fiMaa PgMlq I IM Sp.nrr.: m.r a• rtil Mx�nrri p.n+n- mr Twmwrr p.rtr mru. r Sv mu^Ic No'n9 r vvi. 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Fye a Alma N 1ael0 M' 6+nae Neb r3 lglm K .vett re I•eeul emr a Mrma d ena M ro sfI pawl N a9^nnA 9.O,Nr N mr Iewrrr: b 44s Awn1r'a M PDP'rw nlpin{'J NfMrW Dy M. fwr•rnf cera b rw-ad Ae.rey 0. r9Jp, n tti N r 0.oh Jog. rAt N N>•rY •efmNtl nN wnfx' aY/ • PXo .fll.ax M [rPnnl M b •I!aP wynen 0. r9M) m Co.r rMrJ waaN• A�en< w WOl 6`i -©J City Council Meeting - March 23, 2009 Mayor Furlong: Okay. Thank you. Anything else? Councilwoman Ernst. Councilwoman Ernst: I think it's a good project. I guess my only, I do have some questions about the whole financing piece which I ask at a later date obviously, but you know I think it's a good project. Mayor Furlong: Thank you. I agree. I started out by saying this is a good starting point. It is a good starting point. I agree with the comments made. It also is a good public investment right near one of our major employers in town which is the Dinner Theater, and this is really going to create opportunities. One of the advantages for locating this transit station, the parking ramp where we are is Monday through Friday it will serve transit needs in the area and evenings and weekends it will serve our theater guests. Patrons to our town so it really provides a dual purpose and it's nice to see it. Together I would like to publicly thank Mr. Gerhardt and anyone on his staff that has been actively working behind the scenes trying to move this forward, and successfully moving it to the point where we are today. I think we've got a few more things but there's some complexity to this and so we'll work them out in the next few weeks and bring it back and keep it moving. Todd Gerhardt: Keep that plate spinning. Mayor Furlong: Keep it going. Very good. If there are no other comments, is there a motion that the City Council approve acceptance of the feasibility study. Councilman Utsey: I'll make the motion the City Council approves a resolution accepting the feasibility study for the downtown park and ride project 08-11. Councilman McDonald: I'll second. Mayor Furlong: Thank you. Made and seconded. Any discussion on the motion? Resolution #2009-25: Councilman Litsey moved, Councilman McDonald seconded that the City Council approves the resolution accepting the feasibility study for the Downtown Park and Ride Project 08-11. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: I would ask the council, given the time, do we want to take a quick 5 minute break before we continue? Okay. Let's go ahead and do that and let's just take a quick break subject to the call of the Chair but let's make it really short. Thank you. We are in recess. WESTWOOD COMMUNITY CHURCH EXPANSION: REQUEST FOR EXPANSION. 3121 WESTWOOD RIVE, APPLICANT: CUNNINGHAM GROUP ARCHITECTURE, P.A. OWNER: WESTWOOD COMMUNITY CHURCH. 53 WMNED City Council Meeting - March 23, 2009 Kate Aanenson: Thank you Mayor, members of the council. As you indicated there's two requests with this action tonight. One is for a conditional use to allow more than one building on a lot, which we do allow in the commercial district, and secondly for a site plan approval. This item did appear before the Planning Commission on March 3, 2009 and the Planning Commission voted unanimously 6 to 0 to recommend approval of the project. Just to give a little background of the project itself. This site. Originally the Westwood Church was given approval from the City Council back in 2001. At that time the only access to the property was off of Tanadoona Drive and they do have all their own private utilities on this site. With their next expansion we did request that West 78th Street be built and so now there's two access. And they use that as their primary access. West 78th Street. So that resolves a lot of the issues that we had. We didn't do an environmental assessment but we did do a traffic study on this so this project isn't increasing the traffic, just providing additional building. The site plan that I'm showing you. Mayor Furlong: Now we lost it. Councilwoman Tjomhom: There was such an echo I think, back feed that was going on. Someone in the audience asked that we speak a little clearer and louder in the microphones. Kate Aanenson: Alright. So the arrow that's pointing, so this new building will be located between the existing sanctuary and the parking lot, so there's minimal grading. Minimal for engineering wise. Minimal disruption of the site so the wetland, all the utilities are put in place for this to actually he a pretty smooth project. So the applicants themselves are proposing the darker building is the new addition. A 51,000 square feet to their existing fellowship hall which is 72,120 square feet. So the new additional includes classrooms, offices, meeting rooms, gathering spaces and a multi-purpose room. I'll go through the architecture a little bit more. So this would be the new facility. Now I'm looking at their valuation of their plans. The entire building may not be built at this time. The gymnasium portion of that piece on this which would be to the top of the screen, that area may not be built at this time. The classroom space. I'll show you how that is represented in a picture in a moment. So the two buildings facing you would be the addition, the building behind you is the fellowship hall. So the building that's closest, in the foreground is actually a building that we've asked for a little bit more fenestration, a little more windows on that and that's a multi-purpose kind of gymnasium. Just to the top. If you'll notice there's some smaller windows on the side facing the parking lot. If you could just switch to this screen Paul. This is the material samples. The existing building's cedar board. They're going with a hardy plank cement board and with these bricks which will be the ... which will be very similar in architecture. You can switch back, thank you. So again mimicking the existing building, how that goes. Councilman Litsey: Kate can I just ask you? Kate Aanenson: Sure. Councilman Litsey: Are you saying there's, you're asking for more windows than what's... here? 54 caua+aa J City Council Meeting - March 23, 2009 Kate Aanenson: On the top, yep. On the top. On the top portion of that. Councilman Litsey: Okay. Right up there? Kate Aanenson: Yeah. Exactly. Thank you. So that would be to make it compliant and it has a high visibility. So other than that I've gone through in the staff report it talks about all the architectural detail that it does meet, and again the access coming off of West 78`s. The grading and drainage. There is a wetland on site. The storm drainage is on site. I think I'd have to go to another view of the building. So now in the foreground is the new portions of the building. You can see the fellowship hall with the brick towards the front, so they're mimicking that brick as I showed you on the materials on those lower portions. So it does meet all the architectural standards. It does meet the site design. There is a play area. You can see between -the two buildings on the back there, which is nicely landscaped but then it comes towards the wetland, storm water pond in the foreground on that picture. So the Planning Commission felt it was well designed. Again we have done other projects where we've done them in phases where we've done, approved 3 stories for a building. They've only built 2 so if this is built in phases, what we're doing tonight is approving the site plan for the entire site, and then if they break it into phases, they wouldn't have to come back before the Planning Commission or the City Council. They would just submit their building permit and continue on with that phase so we're giving site plan approval for the entire site. Again the motions would be for the conditional use for more than one building and then for the 51,000 square foot multi-purpose building. So with that I'd be happy to answer any questions that you may have. Mayor Furlong: Thank you. Questions for staff. Ms. Aanenson, the request for additional windows on that one building. Is that included in one of the conditions? Kate Aanenson: Yes. It's condition number 2. Mayor Furlong: Okay. And does this, is there a standard for fenestration for buildings? Kate Aanenson: Yes. Mayor Furlong: Okay. Is it 50%a or what is the requirement? Kate Aanenson: Yeah, what we did is we looked at the entire building and then looked at the purpose of that building and putting it up higher, it works. Mayor Furlong: Okay. Okay. So when it just says windows, you've already, well we can ask the applicant. Kate Aanenson: Yeah, we discussed how... Mayor Furlong: Is there agreement on that? Kate Aanenson: Yes. 55 City Council Meeting - March 23, 2009 Mayor Furlong: Okay. Okay for now. Thanks. Any other questions for staff at this time? Okay? No? Is the applicant here this evening? Or representatives. Is there anything you'd like to address the council or come forward at this point? Charlie Stoffel: I don't think so. Mayor Furlong: Okay. The issue on the windows, you're in agreement with that and what staff is proposing? Charlie Stoffel: I guess I will speak to that. Charlie Stoffel with Cunningham Group Architecture representing Westwood. Mayor Furlong: Good evening. Charlie Stoffel: I guess the windows really was the only thing that came down to any of the I guess items that staff had an issue with. It's going to be a multi-purpose space which can be used as an alternate worship venue. Right now we have very limited windows in this space because they want to treat it as a black box on the interior. So adding windows to that face defeats the interior use of the building. So if we were to put windows on it we'd end up putting black out shades on it and have black out shades on it primarily during the entire use of the building. So that would be our only, I guess our only concern with that exception to what we have presented to the City so far. Kate Aanenson: In other circumstances where we've done that, for example on Office Max we've used the spanrow windows so they have the window look to that so I think we'd like to work with you and do something so architecturally it looks like there's something there. I think we can work through that. Charlie Stoffel: That was the only comment we had and I think we can come to a solution on that. Mayor Furlong: Good. Okay. Any questions for the applicant? Okay, thank you. Any thoughts or discussions on the matter before us this evening? There are a number of motions. So it's a conditional use permit, modification to a conditional use, or approving it, plus the site plan approval. Any questions on that? Councilwoman Tjomhom: It seems to be pretty well in order. I guess it was one of those scenarios we talked about where it's not necessarily rubber stamped but a lot of work has been done in the background with staff and the Planning Commission and now it is here and it seems to be everything's in order so I recommend going ahead with it. Mayor Furlong: Okay, thank you. Any other comments? Councilman Litsey: I feel likewise. I think it's pretty straight forward and I think it's a nice, architecturally it looks very nice and compliments what's there already so I think it will be a nice addition. 56 City Council Meeting - March 23, 2009 Mayor Furlong: I guess I'll just make a quick comment that, I'm happy to see the Westwood Community growing and needing more space and that's positive for that organization I know as well as the City so good to see. Would somebody like to make a motion? Councilwoman Ernst: Sure. Mayor Furlong: Thank you. Councilwoman Ernst: I make a motion that we approve a conditional use permit to permit two buildings on one parcel, subject to condition number 1 on page 11 of the staff report. And that we approve Site Planning Case #09-03 for a 51,000 square foot, two story multi-purpose building, plans prepared by Cunningham Group Architecture P.A. and Westwood Professional Services Incorporated dated January 30, 2009, subject to conditions 1 through 17 on pages 11 through 12 of the staff report. And adoption of the attached Findings of Fact and recommendation for Planning Case #09-03. Mayor Furlong: Thank you. Is there a second? Councilman Litsey: I'll second that. Mayor Furlong: Made and seconded. Any discussion on the motion? Councilwoman Ernst moved, Councilman Litsey seconded that the City Council approves a Conditional Use Permit to permit two buildings on one parcel, subject to the following condition and adoption of the attached Findings of Fact and recommendation for Planning Case #09-03: 1. The site development shall comply with the requirements of the approved site plan #09- 03. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ernst moved, Councilman Litsey seconded that the City Council approves Site Plan Planning Case #09-03 for a 51,000 square foot, two story multi-purpose building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Windows shall be added to the northwest elevation in the multi-purpose area. 3. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. 57 City Council Meeting - March 23, 2009 4. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. 5. Buildings are required to have automatic fire extinguishing systems. 6. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. 8. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. 9. The rock construction entrance be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. 10. Silt fence north of Pond B be extended to the northwest to the 990 contour. 11. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 12. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. 13. Pond maintenance access should be shown on the plan. 14. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 15. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. 16. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. 17. Any material exported to another location in Chanhassen may require a grading or interim use permit." All voted in favor and the motion carried unanimously with a vote of 5 to 0. 58 J_ I 09-03 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MARCH 3, 2009 Chairman Papke called the meeting to order at 7:00 p.m. Kurt Papke, Kevin Dillon, Debbie Larson, Mark Undestad, and Dan Keefe MEMBERS ABSENT: Kathleen Thomas. Denny Laufenburger was in the audience. STAFF PRESENT: Bob Generous, Senior Planner PUBLIC PRESENT: Mary Ann Smalley 8815 Lake Riley Drive Denny Laufenburger 8673 Chanhassen Hills Drive Jennifer Thorp 1050 Lake Susan Drive PUBLIC HEARING: WESTWOOD COMMUNITY CHURCH EXPANSION: REQUEST FOR A EXPANSION ON PROPERTY ZONED OI, OFFICE AND INSTITUTIONAL DISTRICT, LOCATED AT 3121 WESTWOOD DRIVE. APPLICANT: CUNINGHAM GROUP Bob Generous presented the staff report on this item. Keefe: Bob, why a conditional use permit versus you know a PUD or something like that? I'm not familiar with why that designation versus something else. Generous: It's just, if it was a PUD they wouldn't need a conditional use permit but the way our ordinance is structured is to have more than one principle building on a parcel you need to get a conditional use permit. It's just a way so that the city can review and make sure that they're not creating a non -harmonious design. Keefe: Okay. Are there paths along Tanadoona and/or West 78th Street? I mean, and is it intended to connect to the Chanhassen sort of path network and bike network? Generous: West 78th Street does have a trail system on the north side coming in. Keefe: Okay. Alright. Other than that it's. Planning Commission Meeting - March 3, 2009 Larson: Do we happen to know where, when the, looking at the one picture that you put up on the full site. This last, it looks like we're just going to do the half of what you're showing. This is different than. Generous: Right, and I was going to have the architect explain that. Right now we would be approving the entire expansion. They're looking at doing, expanding in phases due to the financing and so that's what that plan was for and I was going to have the architect explain that. Larson: Okay. I can wait I guess. That's it. Dillon: Alright, so I guess I'm a little unclear on this. So this is what it's going to be at the first. Generous: As an interim, yes. They're going to build this expansion in two phases is my understanding. And the first phase of that expansion would follow that plan and then they'd add the multi-purpose space in later. Dillon: Okay. Is there kind of a master plan of how this is all going to lay out when all the development is done? Generous: There's a general one and I don't know if they brought it but to the, ah let's see. Go back, if you look to the west of the existing building they would put the main worship hall. And then all the way on the west side they were talking about some type of chapel, and then on the east side of the project they look at the potential social service offices or maybe even dwelling units for missionaries or whatever are part of their congregation. So but as they come in with each, they're not certain how it's all going to lay out so as they come in they'll go through this process again. But generally yes, they have a campus plan that they are. Dillon: So we can assure it's harmonious? Generous: So we can assure. Dillon: Alright. And so I think the other questions I have would probably be best directed to the owners. Undestad: Nothing. Papke: The only question I had is, is probably pretty simple answer. The level of discretion we have tonight, there is two issues here. The conditional use permits have to meet what's in the zoning ordinance and the project has to comply with the zoning ordinance requirements. Are there any exceptions to any of those that you're aware of is this. Generous: It's pretty clean. Papke: Buttoned down. Okay. Alright. Very good. If there's no more questions for staff, if there's someone from the applicant who'd like to step up to the podium and color in the lines a Cawwua 2 Planning Commission Meeting - March 3, 2009 little bit for us, that would be great. If you could state your name and address for the record please. Charlie Stoffel: Hi. Charlie Stoffel with Cuningham Group Architecture, Minneapolis. I guess getting back to the original point made, the second image that you got. The 11 by 17. After we presented this to Bob and to the rest of the city staff, between that and tonight some of the financing things have kind of shifted on us a little bit so right now the presentation would be showing the multi-purpose, which is the space that's not showing right now, removed from the building. Anticipating that it would be a future phase, anywhere from actually going in with this building, depending if the additional fund raising that's taking place in the near future goes well. If not, then it would be the fust portion of future phases, so the idea would be, that would be the next thing and then there's also some additional finishing that would happen on the rest of the building. Currently the plan is to finish the interior of only a portion of the space, so in the future again the multi-purpose along with the interior of the other space would be finished. And then adjusting the master plan then as you would go around the campus then that's where the primary future worship center would be. The large scale one. And then parking would accompany that along the rest of the site. As far as the materials on the building, Bob had mentioned that we're going to have cement board. And what the idea with the cement board is, we're looking at having a solution that matches the cedar siding that's on the existing building but providing more of a long term, lower maintenance solution. So the cement board will be painted out to match the color of the stain of the cedar siding, and then in the future when the cedar siding is refinished, it will go from what right now is a semi -transparent stain to a solid stain so the two will actually look almost identical. And then the stone is going to be identical to the stone that we have on the ... of the existing building. We'll have a base that will run around the entire building. Typically it's going to be about a 3 foot height. In some areas we'd bring that up taller. And our trellises, the trellis that you see right there, we actually have one side that's a full height, stone pier. The other side is again about a 3 foot base of stone. If you were to go to the courtyard view, we actually have the wall of stone that goes about 15 feet tall and what that does is it ties the existing building with our link. It tries to transition the building a little bit more softly between the two. So you can see it just, just to the right of the tree, that's the left tree, you can see that wall of stone is a little bit higher than the rest of the building. So then we're transitioning through the spaces and we're using a darker, metal panel to transition and create a little articulation within the building. Are there any other questions you guys have on exterior materials? Dillon: So I guess I'm a little confused by this picture here. Is this flat thing L shaped then? Charlie Stoffel: Right. Dillon: Okay. So what would be housed in there? Charlie Stoffel: Primarily circulation. Circulation in core spaces. Mechanical rooms. Some storage. Restrooms. Primarily that's going to be the circulation space so to get from the existing building out into the north, or I guess the northeast parking lot, that's going to be the primary corridor in that area. 3 Planning Commission Meeting - March 3, 2009 Dillon: Okay, and are you're an architect so you know better than I but I mean having a flat roof over that big of an area, is that? Charlie Stoffel: No. There's no issues. We'll have internal roof drains in that area so any rain water that comes will then spill through the internal roof drains and then out into the storm sewer system. Dillon: Okay, thank you. Larson: No questions. Keefe: What is your schedule called for in terms of you know when you'd start and when you'd finish? Have you established one yet? Charlie Stoffel: Right now our amended schedule would have us starting construction probably June. Keefe: Okay. Charlie Stoffel: And then following through hopefully sometime around Easter next year would be completion of construction. Keefe: Okay. So you can get it done under a year? Charlie Stoffel: Yeah, definitely it'll be under a year. Keefe: Okay. Good. That's all. Papke: How much of the utilities and landscaping are you going to do? With the truncated building are you going to go ahead and do all the sewer and water and so on? Charlie Stoffel: The only utility we wouldn't do would be drainage for the multi-purpose roof. We're bringing all the water from that roof down downspouts into underground drainage. That wouldn't be built to begin with but all the rest of the utilities, the sanitary sewer would be re- routed. The electrical would be re-routed. All those things we would do because the portion of the building that will be built is in the way right now of what's existing so all of that would be built. The landscaping, yes. We're anticipating we'd do all the landscaping. We may re -shift a little bit of the landscaping out from the south area to bring it up to the front where the multi- purpose was going to be to try to fill that space in temporarily. And then when the multi-purpose space comes, re -transplant that back somewhere else on the site. Papke: Alright. That's the only question I had. Any other questions for the applicant? Okay. Thank you very much. Charlie Stoffel: Thank you. Planning Commission Meeting - March 3, 2009 Papke: Anyone else from the applicant going to make any presentations or say anything tonight? Or are we good to go? Okay. Seeing no one else, I'll open this up then for public comment. If there's anyone from the public who would like to step up to the podium and speak on this application, please do so now. Going once. Going twice. Apparently we have all applicants here tonight. Okay. With that then I close the public hearing and bring it back to the Planning Commission for discussion and deliberation. We'll start with you Dan. Keefe: You know I'm in support of it. I mean I think it works pretty well with the existing building and I don't think there are a lot of issues here. Larson: I agree. Dillon: I would have no reason to oppose this. I mean it looks like a nice addition to the property. It's a nice addition to the community and it's all within the guidelines so I'm in favor of it. Undestad: I agree. Papke: Yeah, the only concern I had was with the last minute change of plans here. You know the fact that all the utilities and so on are going in is a little comforting because then we don't have any issues with compliance tables and setbacks and all that kind of good stuff so that's very reassuring. So I have no other issues. So with that I'll entertain a motion from the commission. Larson: I'll make a motion. The Planning Commission, the Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit to permit two buildings on one parcel subject to condition number 1 on page 11. And the Chanhassen Planning Commission recommends that City Council approve Site Plan Planning Case #09-03 for a 51,000 square foot, two story multi-purpose building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services Inc. dated January 30, 2009 subject to conditions 1 through 17 on pages 11 and 12. Papke: Is there a second? Undestad: Second. Larson moved, Undestad seconded that the Chanhassen Planning Commission recommends that the City Council approves a Conditional Use Permit to permit two buildings on one parcel, subject to the following conditions: 1. The site development shall comply with the requirements of the approved site plan #09-03. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Larson moved, Undestad seconded that the Chanhassen Planning Commission recommends that the City Council approves Site Plan Planning Case #09-03 for a 51,000 square -foot, two-story multi-purpose building, plans prepared by Cuningham Group Planning Commission Meeting - March 3, 2009 Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Windows shall be added to the northwest elevation in the multi-purpose area. 3. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. 4. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. 5. Buildings are required to have automatic fire extinguishing systems. 6. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 7. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. 8. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. 9. The rock construction entrance be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. 10. Silt fence north of Pond B be extended to the northwest to the 990 contour. 11. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 12. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. 13. Pond maintenance access should be shown on the plan. 14. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 0 Planning Commission Meeting - March 3, 2009 15. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. 16. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. 17. Any material exported to another location in Chanhassen may require a grading or interim use permit. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: Commissioner Larson noted the verbatim and summary minutes of the Planning Commission meeting dated February 17, 2009 as presented. COMMISSION PRESENTATIONS: None. Chairman Papke adjourned the Planning Commission meeting at 7:16 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim MEMORANDUM TO: Todd Gerhardt, City Manager CITY OF FROM: Bob Generous, Senior Planner �{Q CHMIMSEN DATE: March 23, 2009 7700 Market Boulevard PC Boz 147 SUBJ: Westwood Community Church — Planning Case #09-03 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1100 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Remabon Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone. 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us PROPOSED MOTION "The Chanhassen City Council approves a Conditional Use Permit to permit two buildings on one parcel, subject to condition number 1 on page l I of the _staff report." And, "The Chanhassen City Council approves Site Plan Planning Case #09-03 for a 51,000 square -foot, two-story, multi-purpose building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to conditions 1-17 on pages 11-12 of the staff report." And, Adoption of the attached Findings of Fact and Recommendation for Planning Case #09-03. City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The developer is requesting a Conditional Use Permit for multiple principal structures on one lot and Site Plan Review for a 51,000 square -foot, two-story building expansion. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on March 3, 2009 to review the proposed development. The Planning Commission voted unanimously, 6 - 0, to recommend approval of the project. The Planning Commission minutes are item la of the City Council packet for March 23, 2009. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Todd Gerhardt Westwood Community Church Expansion March 23, 2009 Page 2 The Planning Commission did not have any issues or concerns for the project. The applicant, as part of their presentation, showed an initial phasing plan for the expansion that would only construct the connection area between the fellowship hall and the new building and the education wing of the expansion. The multi-purpose area, the north half of the expansion, would potentially be a second phase of the expansion. The ultimate phasing of the expansion would depend on the level of funding obtained from the members of the church. RECOMMENDATION Staff and the Planning Commission recommend adoption of the motions as specified on pages 11 - 12 in the staff report dated March 2, 2009, approving the Westwood Community Church expansion. ATTACHMENTS Planning Commission Staff Report Dated March 2, 2009. gAplant2009 planning cases\09-03 westwood community church expansiontexecutive summary.ilm CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: March 3, 2009 CC DATE: March 23, 2009 IT REVIEW DEADLINE: March 31, 2009 CASE #: 09-03 BY: AF, RG, TJ, ML, JM, JS "The Chanhassen Planning Caffiinission feeefwpiends that City Council approves a Conditional Use Permit to permit two buildings on one parcel, subject to condition number 1 on page 11". And, "The Chanhassen City Council approves Site Plan Planning Case #09-03 for a 51,000 square -foot, two-story, multi -purposed building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to conditions 1-17 on pages 11-12". Adoption of the attached Findings of Fact and Recommendation for Planning Case #09-03. SUMMARY OF REQUEST: The developer is requesting a Conditional Use Permit for multiple principal structures on one lot and Site Plan Review for a 51,000 square -foot, two-story building expansion — WESTWOOD COMMUNITY CHURCH LOCATION: 3121 Westwood Drive (PID 25-0083310) APPLICANT: Cuningham Group Architecture, P.A. Westwood Community Church. 201 Main Street SE, Suite #325 3121 Westwood Drive Minneapolis, MN 55414 Excelsior, MN 55331 (612)379-6848 (952)224-7300 cstoffel@cunineham.com steve.mader@westwoodcc.orQ PRESENT ZONING: OI, Office and Institutional District 2020 LAND USE PLAN: ACREAGE: 58.6 acres Public/Semi-Public DENSITY: 0.05 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. Location Map (Subject Property Highlighted in Yellow) Westwood Community Church Expansion 3121 Westwood Drive Planning Case 2009-03 Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 2 of 12 Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is proposing a 51,000 square -foot expansion by adding a two-story companion building to the existing 72,120 square -foot fellowship hall located on the property. The expansion includes student and adult classrooms, offices, meeting rooms, storage, gathering spaces and multi-purpose room. The properties to the north, Camp Tanadoona (59 acres), and to the south, the Minnesota Landscape Arboretum (80 acres), are guided for public/semi-public uses. The land to the east is owned by the City for permanent open space. The land to the west is part of The Arbors, a single-family subdivision and another property guided for residential — low density uses which permits development at a net density of 1.2 to 4.0 units per acre (net density excludes wetlands, lakes, and public right-of-way). Water and sewer service is available to the site and was installed as part of the first phase of the development. The site was originally a rolling farm field. A finger of wetland and trees stretches across the eastern third of the property. The only significant stand of trees within the current phase of development is located within the wetland in the south central portion of the site. The high point on the property is along the western property line at an elevation of 1037. Additional treed areas are located in the extreme western end of the property in the land adjacent to Dogwood Road. The church is visible from Highway 5 as one looks across the Minnesota Landscape Arboretum. However, the stand of trees, which the City preserved as part of the Arboretum Village project, will screen views of the development from Highway 41. Staff is recommending approval of the proposed project. APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article XXI, "OP' Office and Institutional District Section 20-902, Multiple Principal Buildings on the Same Lot Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 3 of 12 BACKGROUND On July 12, 2004, the Chanhassen City Council approved Planning Case 04-20 Site Plan Review for a 166 -space parking lot expansion, extension of temporary drive and extension of West 78b Street, and a Wetland Alteration Permit to alter and fill wetlands on site. On September 27, 2001, the Chanhassen City Council approved the following: • Land use amendment from Residential — Low Density to Public/Semi-Public. • Rezoning of the property from Rural Residential, RR, to Office and Institutional, OI. • Site Plan #2001-10, plans prepared by Hammel, Green and Abrahamson, Inc., dated July 6, 2001, with a one-story variance from the Office and Institutional district regulations to permit a three story building and a 2.5 -foot variance from the 40 -foot building height Highway Corridor District regulations to permit a 42.5 -foot building • Wetland Alteration Permit to alter and fill 34,900 square feet (0.8 acres) of wetlands. However, only part of the wetland alteration occurred for the extension of the sewer and construction of the storm water pond. CONDITIONAL USE PERMIT The Conditional Use Permit (CUP) deals with multiple primary structures on one parcel or lot. Section 20-902 of the Chanhassen City Code permits the groupings of buildings on a single parcel through the conditional use permit process. No specific standards are provided for multiple buildings on one lot or parcel. However, the project is evaluated through the twelve general issuance standards for CUPS (Section 20-232 of the Chanhassen City Code). Development layout and building design intent is for creating a sense of community and ultimately a campus for the Westwood Community Church. This phase of the development complies with the site plan review requirements and the zoning regulations. The proposed development must comply with the approved site plan. As future phases are proposed, the CUP will be amended to add additional buildings to the campus. GENERAL SITE PLAN/ARCHITECTURE The proposed two-story building is a 51,000 square -foot expansion and companion building to the existing 72,120 square -foot fellowship hall located on the property. The expansion includes student and adult classrooms, offices, meeting moms, storage, gathering spaces and a Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 4 of 12 multi-purpose room. This building is the second phase of a multi -phase project. Possible future phases will add a 2,400 seat permanent worship facility, additional education spaces, gathering space, chapels, and a social outreach facility. Future phases will require individual site plan review and approval. ARCHITECTURAL COMPLIANCE Size Portion Placement Entries: Two cedar and stone trellises—similar to the trellis in front of the main door of the existing building—highlight the main entry and the courtyard entry between the new and existing buildings. The building consists of two stories with two wings. The central portion of the building has a flat roof and connects the two halves of the building as well as the existing fellowship hall. The building changes orientation at this joining, angling on an easterly axis from the northern multi- purpose section of the building. Material, Color and Detail According to the architect, the goal with the exterior materials on the addition was to be as sympathetic to the existing building as possible. A wood -textured cement board, painted reddish tan/brown to match the existing cedar siding, is used for the majority of the building's finish. This is constructed in two layers, a panel system covering the whole building, and a layer of 1x4 and 1x6 battens and trim -boards composed in a modular system. A Chilton stone base—matching the stone of the existing building—runs the entire perimeter of the building at 3'-0". This base runs up to the base of the upper level-15'-0"—along the courtyard that is formed between the two buildings. This is the same height as the stone on the existing building, and is meant to form a transition between the existing and the new. In four locations in the building's elevation the material shifts from the painted cement board to a flat -seam metal panel. This will have a dark bronze color to match the window framing system, Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 5 of 12 and is used as an accent and to highlight elements of the building such as entries. The lower level in these locations has floor -to -ceiling storefront glazing, and the upper level in the metal panel location has a ribbon window that runs the full length of the metal panel area. Height and Roof Design The overall height of the building from the lowest exterior elevation to the top of the roof is 60 feet. However, the building height as defined by City Code is 37.5 feet. Since the first building was constructed, the City has eliminated the overlay district building height limitation and now relies on the underlying zoning district requirements. There are two roof forms on the building—a 7/12 gable clad in asphalt shingles to match the existing building over the two wings of the expansion, and a flat roof which will have a white, TPO membrane over the common area which joins the buildings. Facade Transparency Fifty percent of the first floor elevation that is viewed by the public shall include transparent windows and or doors. All other areas shall include landscaping material and architectural detailing and articulation. While there is landscaping to the northwest of the building, staff is recommending that windows be added to this (west) elevation in the multi-purpose area. Potential solutions include either through continuing the windows of the upper level of the educational wing or adding the upper story windows similar to those at the fellowship hall entry. Site Furnishing Community features may include landscaping, lighting, benches and tables. Benches are proposed between the two buildings. Trellises are proposed to the south of the building connection between the two building and at the northeast entrance to the building. Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 6 of 12 Loading Areas, Refuse Area, etc. The existing trash enclosure will be maintained. Mechanical equipment is screened within an enclosure to the northwest of the proposed expansion. Additional landscaping will also be provided between the enclosure and the parking lot. Lot Frontage and Parking Location The building is located to the northeast of the existing building. Parking is located to the north and west of the buildings. No additional parking is being proposed with this phase of the project. The next phase of the development shall require the installation of additional parking, since they will be at capacity with the completion of the second building. LANDSCAPING The proposed landscaping for the building addition to Westwood Community Church is acceptable. The construction does not affect parking lot or bufferyard plantings and those requirements remain met. Foundation plantings for the addition meet ordinance expectations. Species selection is also satisfactory. ACCESS Access to the proposed building expansion will be via the existing private driveways and parking lots extending from West 78'" Street and Tanadoona Drive. There are no public street improvements proposed or required. A traffic study for the West 78`b Street/Highway 41 intersection was completed in 2004 in conjunction with the last Westwood Church expansion. The study concluded that traffic signals are not warranted at the intersection. The study concluded that the projected Sunday peak volumes reached a level equivalent to a peak weekday volume that would warrant signals; however, the signal warrants outlined in the Manual on Uniform Traffic Control Devices do not consider Sunday peak volumes in the signal warrant analyses. Currently a public safety officer directs traffic at the West 7e Street/Highway 41 intersection to facilitate the turning movements during the Sunday peak volume times. GRADING/DRAINAGE The area within the proposed building expansion contains moderate slopes on the north side, and is relatively flat through the central and southern areas. The area currently drains to the existing ponds to the south. The proposed grading maintains the existing grading patterns. The area north of the building will require a retaining wall that exceeds four feet in height; therefore, the retaining wall requires a Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 7 of 12 building permit and must be designed by an Engineer registered in the State of Minnesota. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system installed to convey the runoff to the storm sewer. The grading plan shows that the height of the existing retaining wall north of Pond A must be increased by approximately 1.7 feet. Staff visited the site on February 19, 2009 and could not field locate this retaining wall to verify the existing height. If the new height of this wall exceeds four feet a building permit is required. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. In addition, if material is proposed to be exported to another location in Chanhassen, it should be noted that the properties would be required to obtain an earthwork permit from the City. EROSION AND SEDIMENT CONTROL The total disturbed area will exceed one acre. As a result, a NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. It will also be necessary to develop a Stone Water Pollution Prevention Plan (SWPPP) in conjunction with this application. This SWPPP shall be provided to the City for review and comment before any final approvals can be made. It appears the perimeter controls shown on the erosion control plan are adequate, although it would be preferred to see the silt fence north of Pond B extended northwest to the 990 -foot contour. The plan indicates a rock construction entrance located in the southeast corner of the parking lot. The City of Chanhassen requires a minimum length of 75 feet. Site constraints may be such that this length is not practicable. If it is not, it is incumbent upon the applicant to show why a 75 -foot rock entrance is not practicable and to maximize the driveway length within the site constraints. The rock construction entrance should be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Erosion control blanket shown to be installed northwest of the proposed expansion appears adequate. In the event that other slopes become unstable, it will be incumbent upon the applicant to install additional best management practices (BMPs) to address the instability. Inlet protection will be needed on all proposed catch basins and manholes until final stabilization has been achieved. All erosion control BMPs shall be removed and the Notice of Termination submitted to the MPCA prior to the project being considered finished. Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 8of12 DRAINAGE AND STORMWATER It appears that Pond B is adequately sized to accommodate the proposed increase in hardcover. Any future expansions will necessitate additional storage and treatment. The current plan indicates three outlets into Pond B. It is the goal of the City to minimize infrastructure which will require maintenance. The drainage plan should be revised to have no more than two outlets to Pond B — one for the area north of the connection between the existing building and the proposed expansion, and another for the area south of the connection. SURFACE WATER MANAGEMENT PLAN (SWMP) CONNECTION CHARGES This is a site plan review with no new subdivision being created. As a result, no SWMP fees will be collected with this project. WETLANDS Two jurisdictional wetlands exist on the property. These were delineated with the original site plan and subsequent work on Dogwood Lane. In addition, there is a mitigation area on the property. None of the proposed improvements will result in impacts to the wetlands. LAKES and BLUFFS Although the most westerly portion of the subject property is within the Shoreland Overlay District for Lake Minnewashta, the proposed improvements are at least 1,200 feet or more from the shoreland zone. There are no bluffs identified on the property. OTHER AGENCIES The applicant shall determine if any additional permits are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources) and comply with their conditions of approval. UTILITIES The existing building is currently serviced by public sanitary sewer and water. The property was assessed for the public sanitary sewer and watermain; therefore, the lateral sanitary sewer and watermain charges do not apply. The proposed expansion is subject to the sanitary sewer and water hook-up fees based on the number of SAC units determined by Metropolitan Council. These fees are due at the time of building permit application at the rate in effect at the time of building permit issuance. The 2009 rates are $5,087.00/SAC unit for watermain, $1,893.00/SAC unit for sanitary sewer and $2,075.00/SAC unit for the Metropolitan Council Environmental Services SAC charge. Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 9 of 12 The utility plan indicates that private sanitary sewer and water services will be extended to the building expansion. There are no public utility improvements proposed or required for this addition. LIGHTING/SIGNAGE The lighting and signage were installed with a previous phase of the development. Decorative wall lighting units are proposed on the building. Bollard style lighting is provided along all the walking paths. Additional lighting is proposed at the benches within the courtyard area. All lighting is shielded and directed toward the ground. MISCELLANEOUS The project must comply with the following fire code comments/requirements. Section 503.1.12007 MN. State Fire Code. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section of the fire code and shall extend to within 150 feet of all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Exception # 1: The fire code official is authorized to increase the dimension of 150 feet where the building is equipped with an approved automatic fire sprinkler system. Exception # 2: Fire apparatus access roads that cannot be installed because of location on property, topography, waterways, non-negotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. The Fire Marshal would agree per fire code language that in lieu of fire access roads beyond what is shown, and not requiring additional fire hydrants, that in addition to the fire sprinkler system required by the building and fire codes, Class IH fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. 2. Contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. MSFC Sec.503.3. 3. A PIV (Post indicator Valve) will not be required. The project must comply with the following building code comments/requirements 1. Buildings are required to have automatic fire extinguishing systems. Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 10 of 12 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls (new and additions to existing) 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 plan review and permit procedures. C41iu' :ky .:11� OI Westwood Phase II Building Height 2 stories 2 story NA 37.5 feet Building Setback N - 50'E - 50' N - 204'E - 494' W -50'S-35' W-810 S-408' Parking Stalls 634 stalls 638 stalls (Churches 1/3 seats with 1,777 seats equals 592 stalls. One space per classroom with 42 rooms, including offices, equals 42 stalls.) Parking Setback N - 25' E - 50' N - 42'E - 240' W-50' 5-25 W-50'5-620' Note: A minimum 50 -foot setback from residential property is required and maintained. The parking lot is not being altered with this phase of the development. Hard Surface Coverage 65% 15.6% Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 11 of 12 Staff and reeonunends th the Planning Commission recommend that City Council adopt the following motions and adoption of the attached findings of fact and recommendation for Planning Case #09-03: "The Chanhassen Plaflning Cormiiission reeommends th.4 City Council approves a Conditional Use Permit to permit two buildings on one parcel, subject to the following conditions: 1. The site development shall comply with the requirements of the approved site plan #09-03." And, "The Chanhassen Planning Commission FesawdRends fh City Council approves Site Plan Planning Case #09-03 for a 51,000 square -foot, two-story multi-purpose building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Windows shall be added to the northwest elevation in the multi-purpose area. 3. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. 4. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. 5. Buildings are required to have automatic fire extinguishing systems. 6. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 7. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. 8. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 12 of 12 9. The rock construction entrance be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. 10. Silt fence north of Pond B be extended to the northwest to the 990 contour. 11. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 12. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. 13. Pond maintenance access should be shown on the plan. 14. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 15. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. 16. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. 17. Any material exported to another location in Chanhassen may require a grading or interim use permit." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Architectural Site Plan Sheet AS 101. 4. Reduced Copy Existing Conditions Sheet C1. 5. Reduced Copy Exterior Elevations Sheet A301. 6. Reduced Copy Exterior Elevations Sheet A300. 7. Reduced Copy Planting Plan Sheet L300. 8. Reduced Copy Site Layout Plan Sheet L101. 9. Reduced Copy Existing Landscape Plan Sheet 1_100. 10. Reduced Copy Preliminary Utility Plan Sheet C4. 11. Reduced Copy Grading, Drainage & Erosion Control Plan Sheet C3. 12. Reduced Copy Preliminary Site Plan Sheet C2. 13. Public Hearing Notice and Mailing List. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION PLANNING CASE #09-03 Application of Westwood Community Church for a Conditional Use Permit for multiple buildings on one parcel; and Site Plan Approval for 51,000 square -foot, two-story multi- purpose building — Planning Case 2009-03. On March 3, 2009, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Westwood Community Church for development approval to build an expansion of their development. The Planning Commission conducted a public hearing on the proposed development 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 Office and Institutional District, OI. 2. The property is guided in the Land Use Plan for Public/Semi-Public uses. 3. The legal description of the property is shown on the attached Exhibit A. 4. Conditional Use Permits: a. The proposed use will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed use will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for certain uses as provided in the zoning ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. 5. Site Plan: a. The proposed development 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 development is consistent with the site plan review requirements; c. The proposed development 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 development 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 development 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. L 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 #09-03 dated March 3, 2009, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Conditional Use Permit for multiple buildings on one parcel; and Site Plan Approval for a 51,000 square - foot, two-story multi-purpose building. ADOPTED by the Chanhassen Planning Commission this 3rd day of March, 2000. CHANHASSEN PLANNING t3'd Its Chairman RE.CI�-I Mgr pr d h xw•.rel 0.YIr ae h se..^wn wwr« w s.crw a rmww rl6 bIA Rmpe ]J Na! J (M ]M I+Nc1py Wr.'.Fe- YmaN w Nbw OgM/g Tr ¢;Pwt <m.Y d aaOl N.fYl.eul fK.W a/ rM SavMyH i401F. 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J h renew NN ewere Inw+<r s.A Js egret ]I uiwlm t➢ ervew Ee]C afay MV wMY v^r a1 fL.1 Cwe- o aMw H v4M M le Ne wvOre'a [acre N fv4 mehry nJ r bM m inm+++ante¢ sti ]ON a9 Ogma IJ tnhrfaa N ]KwO met wq !N SariMy Te d u4 !iW law m wxwarfq a }ebe+m d MIb ML MHm Serf+ 10 dyes t6 milurr r6 dm+N 19mf a wain N.pe] hr[ fMet fe.M T dor ]9 -+want )6 arn'w+d Emr a ?rMw N SBS.JD IaeL fl�rMe Na E` t9 dares ]6 awry fa Jee++a+ Fmr a arena N npee m re aan unr N wry .+rp •Meme ea Ma e b MwbT bwrnga'a Me Payaew o-9YUOJ wIMW/ ]Y niEw.nwr Me b road .eway t +ue, a ema ]l N Mena yyr 9i m a�9<r TMmwa as aa+f.y e�y � i Tw.mN� /m• :«ae bwMe 9. +Pp w Cs+a I1111-V9=11;j 7I,1111 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Cuningham Group Architecture, P.A. 201 Main Street SE, Suite #325 Minneapolis, MN 55414 Charles Stoffel. AIA Phone: 612-379-6848 Fax: 612-379-4400 Email: cstoffel@cuningham.com Planning Case No. V 9- 03 CITY OF CNAi ,hgjc,c: RECEIVED Owner Name and Address: Westwood Community Church JAN 3 0 2009 3121 Westwood Drive Excelsior, MN 55331 Contact: Steve Mader Phone: 952-224-7300 Fax. 952-224-7301 Email: steve.mader@westwoodcc.org NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment i X Conditional Use Permit (CUP) Na S Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review X Site Plan Review (SPR)' lU U Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign$200 (City to install and r ove) X Escr w for Filing Fees/Attorney Cost'* 'cc) -($S UP PR/yAC/VARANAP/Metes & Bounds - $450 Minor SUB TOTALFEE$ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. eo PROJECT NAME: Westwood Community Church - Expansion LOCATION: 3121 Westwood Drive, Excelsior, FIN 55331 LEGAL DESCRIPTION AND PID: Refer to attached document. TOTAL ACREAGE: 58.6 acres WETLANDS PRESENT: x YES NO PRESENTZONING: of - office & Institutional District REQUESTED ZONING: oI - office & Institutional District PRESENT LAND USE DESIGNATION: public / semi-public REQUESTED LAND USE DESIGNATION: public / semi-public REASON FOR REQUEST: Westwood Community Church is proposing an expansion of approximatly 51,000 at to their current facility. The expansion will include student and adult classroc^s, meeting rooms, offices, storage, gathering spaces, and a multi-purpose room. Minor remodeling will occur at the connection of the FOR SITE PLAN REVIEW: Include number of existing employees: 47 and new employees: Zero This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. l'3o•zv09 Signature of Applicant v Date `Skjn9fure of Fee Ovider Date G1planVorms\Development Review Appiic tion.DOC Rev. 1/08 SCANNED CITY OF CHANHASS6N RFCEIVED JAN 3 0 2009 CHANHASSEN PLANNINC DFP' WESMOOMCOMMMMY CHURCH -PHASE II ADMON III n CYNIHGHAM ffi'.�iwaier . . ^S,^�',^...�... ...�. �. 0 aan•a ncn ar• ecu o �........ • r a f-----__ —_--___ •IN-- Yc.`Til Man w 4'.C` NMIXme t—.q—uiSZ=r-�g'i uj' HAM HE 5=Zra �r Sr•' � .�r.�.rT �-�L�' ��:arc� -•` g._` ._A ._ate_ arr-K. xEvew.xmwx g�:e'r.—'=•,_r?_'ate caws"°rnw �'tx �=:_ err• _��� AMJr E ;CwvY Y r.r ® C1 SCANNED w cci••-_c =•ache;;. t—.q—uiSZ=r-�g'i uj' SSSS HE Sr•' � .�r.�.rT �-�L�' ��:arc� -•` g._` ._A ._ate_ arr-K. xEvew.xmwx g�:e'r.—'=•,_r?_'ate caws"°rnw WeaMmE GmruH( Chor& � PK o ll A69L^n AMJr E ;CwvY Y r.r ® C1 SCANNED o© o© I� I L j �µ WjWj ryN^Ippl �j�j��I II iUMI o4Ml1M ... GS r11�1L�►Till L�➢o�I�}��-11���I�VOII[00�➢�I�➢f1�il���f89�� � �'`" _ ISD li lfl �l�I�O,IQn 1 MUCH l0�11�IMI� �I I 1411 III LLI II III .L III III fl LL b11-111LL 11 IIIIWll LFWu ^I { III II LL II 11 W I L Iii: II Il III p LLL 1 III f IIIIIIIIII IIII IIIIII„141111 IIII IIIIIIi1�I�l�lll ilLLi ��IlLLi ilui ll�II IIJil l�l'i�LL ILL LIi �l11�iW �I'� SCANNED TRU PRO CTIW F nMYlrtiNgWw m..��'urm OECIWOUSTPEENAMING ML VERp1NUL MAMINc oRUL DECIOWUS SHRUB FUMING O AL _ s Sawa. eM.w 2R.2".F'� T.u. ��w.�•a,�. p'q. puf a iesm r,.enn, wr n sr«vr r ..,wn .�.~n•rw.+uwvn•mx�w w+� w.n CONIfEPWS TPEE GLM'IING DETAIL �.M v CUMINRGNAM r IPNMI�YNNr^ CUP'OW AN RE --OCIfUR CONSMUMN w.Noaeco� �A-Ryall MMVn NAMING PLW L300 eats we -- SCANNED SIDE ELEVATWN woi END ELEVATIINI PREESTANDING MEET E WM1 (DN(RMISCO REIA WNSHIP f EEL EDGE GENEII.ILID S: 1, AILNRFGR S SHALLGE1RRIGAi D CUNINGNAM 4 • O V R er M 11RRRIIRIANRMGY• CUP 1811E PUJI REVEWAIDTFgI causnucmx VIRFfHnl Lmm CNN.MAwR /Mlkn 91E UYtllTPUN SCANNED EXISTING LANDSCAPE TREES 1.29.7009 TYPE QUANTITY Deciduous Shade Tree 41 Ornam nral Tree 218 Conder 11A TOTAL 373 0 DECIDUOUS SHADE TREE ORNAMENTAL TREE ® CONIFER ® EXISTING TREES TO BE RELOCATED 4+A a i r, EA WbGRE 1RFE5 m uwaMn Rux RtvtM+MTEa caxemucnax Wae�mC CW..* gvd.PNull AOMbn MnEXISiIxG UNOSWC TREES L100 B!1] SOP HHFD �x�ry NMs^y.s.on..xs.,yuan. III v CCUMIOONaM q'�' e0xe' n n i.. •v.nvv wn oM... . n�r . w wm nen..n rr. en nnw , n.v��w eu n. rar�uwwv. r ^UL M e eu .emawyv.x T'� nnr to ryxrvxirvrliu i.en nw nrw w � ry, w. r cwaanEeux xavex.xmwx Uaty L g r w511wMfi•xM+i ftn CM1NI�M.Mx .,rwxu�uxry X ® C4 e m s w ._.'_5012 SCANNED .�-a..�QQMR PAN ONE Gradift HoUm r a�no rvvr. w. urwr.�e.a Mir ..-.. .�.,, .�........�� ISI G.HNN v6NNd F w jr ®p w +ry Amg. AxiNpe t Dexon wAdwn SCANNED C3 �1} • oorieli >R:�a� �,�, I GmeeJ M NOM. "°•w � w mu.nu... r�a.a ca X CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on February 19, 2009, 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 Westwood Community Church Expansion — Planning Case 2009-03 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me thisa&day of 2009. Notary P tblic Karen J. Eng h rdt, Deputy Clerk KIM T. MEUWISSEN tiota a ry Public -Minnesota AAy Commission Expires Jan 31, 2070 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 3, 2009 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Conditional Use Permit for Multiple Principal Structures on one lot and Site Plan Review for a 51,000 Proposal: square -foot building expansion on property zoned OI, Office and Institutional District—Westwood Community Church Expansion Applicant: Applicant: Cunningham Group Architecture, P.A. Property 3121 Westwood Drive Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: W What Happens Wthe 1, Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public, 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/plan/09-03.html. If you wish to talk to someone about this project, please contact Angie Auseth by email at baenerous@ci.chanhassen.mn.us or by Questions & phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 3, 2009 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of thea enda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Conditional Use Permit for Multiple Principal Structures on one lot and Site Plan Review for a 51,000 Proposal: square -foot building expansion on property zoned OI, Office and Institutional District—Westwood Community Church Expansion Applicant: Applicant: Cunningham Group Architecture, P.A. Property 3121 Westwood Drive Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: W What Happens Wthe 1 • Staff will give an overview of the proposed project. Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/i)lan/09-03.htmI. If you wish to talk to someone about this project, please contact Angie Auseth by email at boenerousidIci.chanhassen.mmus or by Questions & phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaVindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. It you wish to have something to be included In the report, lease contact the Plannina Staff person named on the notification. ALAN H & KAREN L DIRKS ALEC T MCKINLEY & AMY ERICKSON ALLAN D FISCHER 7431 DOGWOOD 7630 ARBORETUM VILLAGE CT 17312 DUCK LAKE TRL EXCELSIOR MN 55331-8013 CHANHASSEN MN 55317-4422 EDEN PRAIRIE MN 55346-3502 ALLEN K JR & JENNIFER R LARSON 21195 RADISSON RD SHOREWOOD MN 55331-9189 BRENDA C BROWN 7634 ARBORETUM VILLAGE CT CHANHASSEN MN 55317-4422 CHARLES W HULLSIEK & TERRY L HULLSIEK 2930 HIGHWOOD DR CHANHASSEN MN 55317-4438 DANIEL J & LINDA R ZABORSKY 2940 HIGHWOOD DR CHANHASSEN MN 55317-4438 DEBBRA C HILL 7640 ARBORETUM VILLAGE PL CHANHASSEN MN 55317-4424 HIGHLANDS AT BLUFF CREEK TOWNHOME ASSOCIATION 510 CHESTNUT ST CHASKA MN 55318-3300 JENNIFER A VONESCHEN 7643 ARBORETUM VILLAGE PL CHANHASSEN MN 55317-4424 KAREN J BASSETT 7648 ARBORETUM VILLAGE PL CHANHASSEN MN 55317-4424 ALLEN -LEE HOMES INC 4809 W 95 1/2 ST MINNEAPOLIS MN 55437-3703 CARLSON ARBORS DEVELOPMENT LLC 6363 HIGHWAY 7 #RMC 500 ST LOUIS PARK MN 55416-2346 DANA L COVIETZ 7639 ARBORETUM VILLAGE PL CHANHASSEN MN 55317-4424 DAVID L BUSS & ERIN KAY STEINKE 7638 ARBORETUM VILLAGE PL CHANHASSEN MN 55317-4424 GRETCHEN L F STARKS TRUSTEE OF PETERSON TRUST 3301 TANADOONA DR EXCELSIOR MN 55331-8048 ARCHER DESIGN & BUILD LLC 7882 RANCHVIEW LN N MAPLE GROVE MN 55311-2101 CHARLES & JENNIFER NEWELL 7550 DOGWOOD RD EXCELSIOR MN 55331-8053 DANIEL D & AMY R GETSCH 1069 DORLAND RD MAPLEWOOD MN 55119-3576 DAVID R & JENNIFER L MELIN 7321 DOGWOOD EXCELSIOR MN 55331-8015 HERITAGE DEVELOPMENT OF MN INC 422 EAST COUNTY ROAD D ST PAUL MN 55117-1218 JANET M QUIST & AMY M ADAMSON JECWF TRUST LIVING TRUST 18020 ZUMBRO AVE 7331 DOGWOOD SHAKOPEE MN 55379-9182 EXCELSIOR MN 55331-8015 JOHN & JOYCE FOLEY C/O RICHARD J FOLEY 4804 DUNBERRY LN MINNEAPOLIS MN 55435-1537 MARJORIE GETSCH 7530 DOGWOOD RD EXCELSIOR MN 55331-8053 JOHN H GETSCH 5404 GLENGARRY PKWY EDINA MN 55436-2006 MATTHEW J NARDO 7650 ARBORETUM VILLAGE PL CHANHASSEN MN 55317-4424 MELISSA W EIGEL MICHAEL J ROBINSON MINNESOTA ST HORTICULTURAL 7632 ARBORETUM VILLAGE CT 7659 ARBORETUM VILLAGE LN U OF M RM 1 HORTICULTURE BLDG CHANHASSEN MN 55317-4422 CHANHASSEN MN 55317-4425 ST PAUL MN 55108- MPLS COUNCIL OF CAMPFIRE PETERSON REVOCABLE TRUST C/O PULTE HOMES OF MINNESOTA GIRLS GRETCHEN STARKS CORP 2610 UNIVERSITY AVE W 3301 TANADOONA DR 815 NORTHWEST PKWY 4140 MINNEAPOLIS MN 55114-2007 EXCELSIOR MN 55331-8048 EAGAN MN 55121-1580 REGENTS OF UNIV OF MINNESOTA C/O REAL ESTATE OFFICE RICHARD C LUNDELL ROGER W OAS 319 15TH AVE SE 424 DON HOWE 7341 DOGWOOD 7301 DOGWOOD BLDG EXCELSIOR MN 55331-8015 EXCELSIOR MN 55331-8015 MINNEAPOLIS MN 55455-0118 ROHAN LUND INC 360 NORTH ARM LN ORONO MN 55364-8234 SHANNON M HOGAN 7651 ARBORETUM VILLAGE LN CHANHASSEN MN 55317-4425 RYAN C BROWN & SARA M RYAN 7642 ARBORETUM VILLAGE PL CHANHASSEN MN 55317-4424 SUMIKA CHAI 6913 ANTRIM EDINA MN 55439-1707 SCOTT A VERGIN 7311 DOGWOOD EXCELSIOR MN 55331-8015 THE ARBORS HOMEOWNERS ASSN 6393 HIGHWAY 7 #RMC500 ST LOUIS PARK MN 55416-2346 VINH Q DO NGUYEN WESTWOOD COMMUNITY CHURCH WILLIAM JR & MARY S 10033 SCOTT AVE N 3121 WESTWOOD DR COLOPOULOS BROOKLYN PARK MN 55443-5435 EXCELSIOR MN CHANHASSEN DR 55331-8044 M CHAMN 55317-4438 PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit to permit two buildings on one parcel, subject to condition number 1 on page 11 ". And, "The Chanhassen Planning Commission recommends that City Council approve Site Plan C 1* Planning Case #09-03 for a 51,000 square -foot, two-story, multi -purposed building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to conditions 1-17 on pages 11-12". Adoption of the attached Findings of Fact and Recommendation for Planning Case #09-03. SUMMARY OF REQUEST: The developer is requesting a Conditional Use Permit for multiple principal structures on one lot and Site Plan Review for a 51,000 square -foot, two-story building expansion — WESTWOOD COMMUNITY CHURCH LOCATION: 3121 Westwood Drive (PID 25-0083310) APPLICANT: Cuningham Group Architecture, P.A. Westwood Community Church. 201 Main Street SE, Suite #325 3121 Westwood Drive Minneapolis, MN 55414 Excelsior, MN 55331 (612) 379-6848 (952) 224-7300 cstoffelna,cunineham.com steve.maderOwestwoodcc.ore PRESENT ZONING: OI, Office and Institutional District 2020 LAND USE PLAN ACREAGE: 58.6 acres Public/Semi-Public LEVEL OF CITY DISCRETION IN DECISION-MAHING: The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. SCANNED Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 11 of 12 RECOMMENDATION Staff recommends that the Planning Commission adopt the following motions and adoption of the attached findings of fact and recommendation for Planning Case #09-03: "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit to permit two buildings on one parcel, subject to the following conditions: 1. The site development shall comply with the requirements of the approved site plan #09-03." And, "The Chanhassen Planning Commission recommends that City Council approve Site Plan Planning Case #09-03 for a 51,000 square -foot, two-story multi-purpose building, plans prepared by Cuningham Group Architecture, P.A. and Westwood Professional Services, Inc., dated January 30, 2009, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Windows shall be added to the northwest elevation in the multi-purpose area. 3. In addition to the fire sprinkler system required by the building and fire codes, Class III fire department standpipes shall be added to the building in locations approved by the Chanhassen Fire Marshal. 4. The applicant shall contact Chanhassen Fire Marshal for location of yellow curbing to be painted and locations of "No Parking Fire Lane" signs. 5. Buildings are required to have automatic fire extinguishing systems. 6. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 7. Retaining walls (new and additions to existing) over four feet high must be designed by a professional engineer registered in the State of Minnesota and a permit must be obtained prior to construction. 8. Inlet protection is provided for all proposed stormwater inlets until such a time as final stabilization is achieved. 9. The rock construction entrance be expanded to 75 feet per City code or, if this is not practical to do so, the applicant must show why this is not practical and maximize the rock construction entrance to the greatest length practical. Westwood Community Church Building Expansion Planning Case 2009-03 March 3, 2009 Page 12 of 12 10. Silt fence north of Pond B be extended to the northwest to the 990 contour. 11. City details shall be included in the plan set for all erosion control best management practices and storm sewer structures. 12. One of the three inlets into Pond B must be eliminated. It is preferable that the most easterly inlet be eliminated so that maintenance can occur as efficiently as possible. 13. Pond maintenance access should be shown on the plan. 14. The applicant shall determine if any additional permissions are required and apply for and obtain these permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 15. Surface drainage from the top of the wall should be directed to the proposed catch basin, or else a drain tile system shall be installed to convey the runoff to the storm sewer. 16. If on-site earthwork quantities do not balance and materials need to be imported or exported from the site, the developer will need to supply the City with a detailed haul route for review and approval by staff. 17. Any material exported to another location in Chanhassen may require a grading or interim use permit. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Architectural Site Plan Sheet AS 101. 4. Reduced Copy Existing Conditions Sheet C 1. 5. Reduced Copy Exterior Elevations Sheet A301. 6. Reduced Copy Exterior Elevations Sheet A300. 7. Reduced Copy Planting Plan Sheet L300. 8. Reduced Copy Site Layout Plan Sheet L101. 9. Reduced Copy Existing Landscape Plan Sheet 1,100. 10. Reduced Copy Preliminary Utility Plan Sheet C4. 11. Reduced Copy Grading, Drainage & Erosion Control Plan Sheet C3. 12. Reduced Copy Preliminary Site Plan Sheet C2. 13. Public Hearing Notice and Mailing List. g:�plan\2009 ph anm ca \09-03 wemvwd community chmch mpaovW mff report westwood.dac MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: February 5, 2009 SUBJ: Site Plan review for WESTWOOD COMMUNITY CHURCH EXPANSION Planning Case: 09-03 I have reviewed the plans for the above project received by the Planning Department on January 30, 2009. Following are my comments, which should be included as conditions of approval. 1. Buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls (new and additions to existing) over four 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 plan review and permit procedures. G:\PLAN\2009 Phoning Cases\09-03 Westwood Community Church ExpansionUddingofficialcomments.doc QI►OF Date: February2, 2009 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: February 20, 2009 By: Robert Generous, Senior Planner Subject: WESTWOOD COMMUNITY CHURCH EXPANSION — Request for Conditional Use Permit for Multiple Principal Structures on one lot and Site Plan Review for a 51,000 square -foot building expansion on property zoned OI, Office and htstitutional District, located at 3121 Westwood Drive. Applicant: Ctiumungham Group Architecture, P.A. Owner: Westwood Community Church. Planning Case: 09-03 PID: 25-0083310 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 30, 2009. The 60 -day review period ends March 31, 2009. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on March 3, 2009 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than February 20, 2009. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official 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 (Qwest) 10. Electric Company (MPT Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Minnesota Landscape Arboretum SCANNED Location Map (Subject Property Highlighted in Yellow) Westwood Community Church Expansion 3121 Westwood Drive Planning Case 2009-03 SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 09-03 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 3, 2009, 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 Conditional Use Permit for Multiple Principal Structures on one lot and Site Plan Review for a 51,000 square -foot building expansion on property zoned OI, Office and Institutional District, located at 3121 Westwood Drive. Applicant: Cunningham Group Architecture, P.A. Owner: Westwood Community Church. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/sery/plan/09-03.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: beenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on February 19, 2009) SCANNED CITY OF CHANHASSENO CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 09-03 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 3, 2009, at7:00p.m. intheCouncilChambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearine is to consider a request for on one lot and zoned OI, Office and Institutional District, located at 3121 Westwood Drive. Applicant: Cunningham Group Architecture, P.A. Owner: Westwood Community Church. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chaiihassgn.mn-us/sery/ pan/09-03 html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, February 19, 2009; No. 4172) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. y/ was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijkl mnnopgrstuvwxyz ( B. Subscribed and sworn before me on Laurie A. Hartmann this �=day of 009 JYMME J. BARK NOTARY PUBLIC - MINNESOTA "sz, -,(& � (a My Commission Expires 01/31/2013 No blit 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 .............................................. $12.43 per column inch SCANNED Certificate of Title Certificate No: 33400.0 TRANSFER FROM NO.26514tegistered 07/21/1999 Volume 81 Page 143.0 ORIGINALLY REG. NO. 20920 dated 01/30/1992 Volume 63 Page 315 $tate of Minnesota, County of Carver This is to certify that ' WESTWOOD COMkUNITY CHURCH, in fee simple Residing at 7801 Park Drive in the City of Chanhassen County of CarverState of MN 55317 Owner(s) of the fallowing described land situated in the County of Carver and State of Afinnesota That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Beginning at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West, a distance of 822.99'feet; thence South 1 degree 58 minutes 09 seconds East, a distance of 206.39; feet thence South 28 degrees 11 minutes 51 seconds West a distance of 368:57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53.seconds East a distance of 397.22 feet; thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Certificate No: 33400.0 Generated Mon Apr 06 04:19 PM by Debbie Bergstrom Page I Southerly along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40 minutes 46 seconds East, along said south line of Government Lot 8 about 1756 feet to the southeast corner of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, to a point 248.27 feet westerly from the southeast corner of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet, to the east line of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West; along last said East line, a distance of 1046.12 feet to said point of beginning. EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter;thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 48630 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. ALSO EXCEPT; That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a Certificate No: 33400.0 Generated Mon Apr 06 04:19 PM by Debbie Bergstrom Page 2 distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to point hereinafter referred to as "Point A", thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 20639 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet, to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. ALSO EXCEPT: All of ZIMMERMAN FARM IST ADDITION, according to the recorded plat thereof, including Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feetthence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet; thence North 69 Certificate No: 33400.0 Generated Mon Apr 06 04:19 PM by Debbie Bergstrom Page 3 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. ALSO EXCEPT: That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th. Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest corner of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 228.35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly corner of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentation of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the southerly line of said Field Lane as monumented, a distance of 283.38 feet;thence South 10 degrees 46 minutes 16 seconds West a distance of 40.62 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 60.84 feet to said point of beginning. ALSO EXCEPT: The westerly 30 feet thereof. Subject to the easement for electric transmission line purposes originally established by the Easement filed for record January 9, 1939, in Book 43 of Deeds, Page 195, as partially released and limited by the Partial Release of Easement filed for record November 9, 1990 as Carver County Recorder Document No. 119406. Subject to the encumbrances, liens and interest noted by the memorial underwritten or endorsed hereon; and subject to the following rights, or encumbrances subsisting, as provied in M.S. Section 508.25 namely; 1. Liens, claims, or rights arising or existing under the laws or Constitution of the.United States, which this state cannot require to appear of record; 2. The lien of any real property tax or special assessment; 3. 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N Cc®nrrt IIq M ramE arm..ww 0. .9M u Cr+ Cavi!/ 0.aw•an fwanr�wf Ab rt9<p, CHICAGO TIME INSURANCE COMPANY ALTA IRAN POLICY Schedule A Legal Description Continued File No.: CA 16562 CARVER COUNTY, MINNESOTA That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 979.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West it distance of 63858 feet; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 39722 feet; thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Southerly, along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40 minutes 46 seconds East, along said south line of Government Lot 8 about 1756 feet to the southeast corner of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, to a point 241.27 feet westerly from the southeast comer of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet, to the east fine of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West; along last said east line, a distance of 1046.12 feet to said point of beginning. EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes L5 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 97850 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 mimutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. CONTINUED ON NEXT PAGE CHICAGO TrrLE INSURANCE COMPANY ALTA LOAN Schedule A Legal Description Continued File No.: CA 16562 ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to a point hereinafter referred to as "Point A"; thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet, to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31 minutes 20 seconds East a distance ofl266.35 feet to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 de �rees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. ALSO EXCEPT: All of ZIM[MRRMAN FARM IST ADDITION, according to the recorded plat thereof, including Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th Principal Meridian, described as follows: Commencing at the Southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds west a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East, a distance of 56.31 feet; thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. CONTINUED ON NEXT PAGE CHICAGO TITTLE INSURANCE COMPANY ALTA I.AAN POLICY Schedule A Legal Description Continued File No.: CA 16562 ALSO EXCEPT: That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th Principal Meridian, dascsibed as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest corner of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 228.35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly comer of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentation of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as mouumented; thence North 69 degrees 13 minutes 44 seconds West, along the southerly line of said Field Lane as monumented; a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 40.62 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 60.64 feet to said point of beginning. . (TORRENS) NUMBER: 26514 Volume: 81 page: 143 CERTIFICATE OF TITLE STATE OF MINNESOTA, COUNTY OF CARVER TRANSFER FROM: 24835 ORIGINALLY REGISTERED: 30 day of January 1992 Volume 63 page 315 THIS IS TO CERTIFY THAT: WESTWOOD COMMUNITY CHURCH CITY OF CHANHASSEN RECEIVED JAN 3 0 2009 CHANHASSEN PLANNING DEPT 7801 Park Drive, Chanhassen, MN 55317, is now the owner of an estate, to wit: In fee simple of and in the following tiescrlbed land situated in the County of Carver and State of Minnesota, to wit: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5,^ Principal Meridian, described as follows: Beginning at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South I degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 1 I minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Southerly along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40 minutes 46 seconds East, along said south line of Government Lot 8 about 1756 feet to the southeast corner of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, to a point 248.27 feet westerly from the southeast comer of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet, to the east line of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West; along last said east line, a distance of 1046.12 feet to said point of beginning. EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5ffi Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter, thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5r" Principal Meridian, described as follows: Commencing at the southeast corner 0( -said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Nuniber.26514 Pages I of 4 Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to a point hereinafter referred to as "Point A", thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet, thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet, to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. ALSO EXCEPT AS of ZIMMERMAN FARM lin ADDITION, according to the recorded plat thereof, including lots 1 and 2 Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 56, Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter Of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet; thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. ALSO EXCEPT: That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen 1l 16) North, Range Twenty Three (23) West of the 5a Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest comer of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 228.35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly comer of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentation of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly comer of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the southerly tine of said Field Lane as monumented, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 40.62 feet; thence South 71 degrees 39 minutes 26 seconds Fast a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 60.84 feet to said point of beginning. Subject to the easement for electric transmission line pu,poses originally established by the Easement filed for record January 9, 1939, in Book 43 of Deeds, Page 195, as partially released and limited by the Partial Release of Easement filed for record November 9, 1990 as Carver County Recorder Document No. 119406. Nunrber:26514 Pages 2 of 4 Subject to the encumbrances, liens and interest noted by the memorial underwritten or endorsed hereon: and subject to the rights or encumbrances subsisting as provided in M.S.508.25, namely; (1) Liens, claims, or rights arising under the laws or the Constitution of the United States, which the statutes of this state cannot require to appear of record; 121 Any real property tax or special assessment for which a sale of the land has not been had at the date of the certificate of title; (3) Any lease for a period not excceding three years, when there is actual occupation of the premises under the lease; (4) All rights in public highways upon the land; (5) Such right of appeal or right to appear and contest the application as is allowed by law; (6) The rights of any person in possession under deed or contract for deed from the owner of the certificate of title; (71 Any outstanding mechanics lien rights which tnay exist under sections 514.01 to 514.17. That the said Westwood Community Church, is a Minnesota non-profit corporation. IN WITNESS WHEREOF I have hereunto subscribed my name and affixed the seal of my office, this 21 day of July 1999 at 2 P.M. Cazl W. Hanson, Jr. Registrar of Titles In and for the County of Carver and State of Minnesota Number:26514 Pages 3 of 4 MEMORIAL Of Estates. Easements. or Charges on the Land described in the Certificate of Title hereto attached. DOCUMENT NUMBER KIND OF INSTRUMENT DAT[ OFINSTRUMF.NT __..j DATE OF DATE e. HOUR OF ! Ah10UNT RUNNING IN FAVOR OF AND SIGNATURE OF REGISTRAR RE: Tanadoona Drive INSTRUMENT REC.ISTNATION T97513 Affidavit July 8, 1997 July 22, 1997 City of Chanhassen 9 A.M. RE: Tanadoona Drive /a/ CARL W. HANSON, JR. by JS T109711 Mortgage July 19, 1999 July 21, 1999 Americana Community 2 P.M. Bank, a Minnesota corporation /a/ CARL W. HANSON, JR. by JS T109712 Mortgage July 19, 1999 July 21, 1999 Americana Community 2 PA. Bank, a Minnesota corporation /a/ CARL W. HANSON, JR. bT JS Number::e514 Page, 4 of 4 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 02/03/2009 10:50 AM Receipt No. 0092169 CLERK: katie PAYEE: Cunningham Group Architecture Westwood Community Church Expansion Planning Case 09-03 ------------------------------------------------------- Use & Variance 1,435.00 Sign Rent 200.00 Recording Fees 100.00 Total Cash Check 61679 Change 1,735.00 0.00 1,735.00 0.00 SCANNED CUNINGHAM GROUP ARCHITECTURE, P.A. 61679 DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 1-28-09 30855 permit fee/site plan r 1,735.00 1,735.00 SCANNED DATE 1-28-09 1 NUMBER 61679 TOTALS 1,735.00 1,735.00 WESTWOOD COMMUNITY CHURCH EXPANSION - PLANNING CASE 09-03 $425 Conditional Use Permit $1,010 Site Plan Review ($500 + $510) $200 Notification Sign $50 Recording Escrow Site Plan $50 Recording Escrow CUP $1,735 TOTAL $1,735 Less Check 61679 from Cuningham Group Architecture, P.A. SO BALANCE DUE SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 553 03/24/2009 10:22 AM Receipt No. 0096595 CLERK: katie PAYEE Cunningham Group Architecture Planning Case #09-03 ------------------------------------------------------- GIS List 132.00 Total Cash Check Change 132.00 0.00 132.00 0.00 SCANNED CUNINGHAM GROUP ARCHITECTURE, P.A. 62261 `DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 2-19-09 Plan Case 060045 132.00 132.00 SCANNED DATE 3-20-09 1 NUMBER 62261 TOTALS 132.00 132.00 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 M1 OF (952) 227-1100 mmm To: Cuningham Group Architecture, P.A. Attn: Charles Stoffel, AIA 201 Main Street SE, Suite 325 Minneapolis, MN 55414 Invoice SALESPERSON DATE 77TERMS KTM 2/19/09 upon receipt 44 I Property Owners List within 500' of 3121 Westwood Drive (44 labels) TOTAL DUE $3.00 1 $132.00 $132.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for March 3. 2009. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case 909-03. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED I 'A I 1 p h P Pi h b p d Survey for: WESTWOOD COMMUNITY CHURCH 14, ;, 4L ib� c �3 - 14 � llldn �— •�.� pal � � V Iti v, 'M / Avto r/ w^ VP LLGLtlG M Y r' •",: is �•'}� �"l..Y L�iT.�. �Y��x'�xLL ti:1.r �-fix'"•%tL= T-�ieYli xY c"3 r 7i''e.a -�"'+�=-'•��= of �e-5f�M. .•1iT;iinn.��CG•L^tCY.St�`.i��__ 1 SCANNED 50 to 70 watt H.I.D. Medium Base Lamps 42 watt Compact Fluorescent SL3 Maximum weight: 39 Ib Tife v%�� 4 1 CITY OF CHANHASSEN RECEIVED JAN 3 0 2009 CHANHASSEN PLANNING DEPT Head: One piece cast aluminum, 3/,e wall thickness with external reveal unifying head and shaft. Attachment to shaft is by four bolts concealed within the head. Shaft: One piece extruded aluminum with internal tracks for attaching head and base. Base: One piece cast aluminum secured to shaft by four concealed stainless steel bolts. Reflector and Socket: Formed specular Alzak° reflector panels secured to a harness which holds a porcelain medium base 4KV socket (H.I.D. and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single -ended twin tube sockets (13W Fluorescent). Lens: Clear flat '/e thick tempered glass retained by two stainless steel brackets, and four stainless steel, hex socket cap screws, fully Basketed. Ballast: Factory mounted to rigid harness suspended from fixture head within the shaft. Wire leads supplied to base. H.I.D.: High power factor with starting temperatures of -20°F. for MH and -40°F, for HPS lamp modes. 13W Fluorescent: 120V 32°F. starting: 277V 0°F. starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. Anchor Bolts: Four 3/9 x 10' + 2' zinc plated L -hooks complete with leveling nuts, washers, couplings, rigid pressed board template and black stainless steel bolts. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating: 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury, !•CANNED —g•...{ L I Lj-8311 r-3Ye 5'/: �- 37'/2 LIGHT 9s�• HEIGH CENTE748 423/4•, W BOLT CIRCLE DIA. BASE PLAN SL3 '353/4' OVERALL HEIGHT AVAILABLE - CONTACT KIM REPRESENTATIVE Tife v%�� 4 1 CITY OF CHANHASSEN RECEIVED JAN 3 0 2009 CHANHASSEN PLANNING DEPT Head: One piece cast aluminum, 3/,e wall thickness with external reveal unifying head and shaft. Attachment to shaft is by four bolts concealed within the head. Shaft: One piece extruded aluminum with internal tracks for attaching head and base. Base: One piece cast aluminum secured to shaft by four concealed stainless steel bolts. Reflector and Socket: Formed specular Alzak° reflector panels secured to a harness which holds a porcelain medium base 4KV socket (H.I.D. and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single -ended twin tube sockets (13W Fluorescent). Lens: Clear flat '/e thick tempered glass retained by two stainless steel brackets, and four stainless steel, hex socket cap screws, fully Basketed. Ballast: Factory mounted to rigid harness suspended from fixture head within the shaft. Wire leads supplied to base. H.I.D.: High power factor with starting temperatures of -20°F. for MH and -40°F, for HPS lamp modes. 13W Fluorescent: 120V 32°F. starting: 277V 0°F. starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. Anchor Bolts: Four 3/9 x 10' + 2' zinc plated L -hooks complete with leveling nuts, washers, couplings, rigid pressed board template and black stainless steel bolts. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating: 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury, !•CANNED Ordering Example:74'Lurnralre (7hxture Electrical Module Finish SO / 50MH277 / WH -F 1 2 3 1 Fixture: Cat. No. designates SL fixtu SI -3 2 Electrical Module: HIPS = High Pressure Sodium INC = Incandescent MH = Metal Halide PL = Compact Fluorescent See lamp and electrical data on page 65 for ballast types and characteristics. Lamp Lamp Line Watts Type Volts 50 MH 277 Coated lamps recortYnended. 50HPS120 70HPS120 SOHPS277 70HPS277 5OMH120 701 120 5oMH277 7OMH277 6MNC120 13PL120' 42111.120' 13PL277' 42PL20M 42PL24W 42PL277' 'Two lamps required per fixture. -42PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50-60 Hz). NOTE: For lamp/ballast informatign outside of the U.S.A. and Canada, please consult your local Kim representative. 3 Luminaire Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Super TGIC powder coat paint Cat. No.: BIL -11) DB -P LO -P PS -P WH -P CC -P over chromate conversion mating. Ccnsuh representative for custom colors. Features • Tamper proof design. • Completely sealed optical compartment. • Clear, tempered glass lens, factory sealed. • Machined aluminum construction with stainless steel hardware. • Patented ACV _Valve System. See page 33. STYLE A oMbu sMl (Up lot MS, STYLE B STYLE C 11• ACV' tl ACV`" Valve 0 0 Patented 360110"' Mounting System yenta' Aiming Lock Rotational Aiming Lock 'ACV US.Pabrefio.6 2511111 '•3611k1p U.S. P� W 6.161,919 `AFF "AA" (ZM-7p The Sierra Series" is designed for use with the PAR30 Master Color'" and other PAR30 metal halide lamps in wattages of 35W and 70W. The all aluminum construc- tion and rich polyester powder coat finish will provide years of performance for this very popular lamp. The lighting designer has seven different ballast options to choose from, which facilitate a wide variety of practical applications. The Sierra Series incorporates the Patented ACV'" Valve System for increased protection against internal condensation corrosion. It also incorporates the Patented 360HD'" Mounting System with B -K Lighting's exclusive 'aim -and -lock technology'. 1 �PE''At As,[ _ • 5 W Patented 360HD" Mounting System allows vertical to horizontal and rotational aiming with positive'aim-and -lock technology', provioes integral wmaway. See page 33. Medium base pulse rated lamp holder with 250° C. 18 ga., we leads. 0 8 0: Listed with 35W and 70W PAR30 metal halide lamps. For use with 35W or 70W, 120V or 277V metal halide ballast. CATALOG NUMBER LOGIC Example: BE.-6±-BLW-10-11-C- Series Lamp Type O - y others 60 - 35 PAR30/MH/SP(35W), 10° Spot . 61 -- 35 PAR30/MH/FL(35W); 30° Flood 62 - 70 PAR30/MH/SP(70W), 10°Spot 63 - 70 PAR30/MH/FL(70VV), 40° Flood Clear (Standard), 10 - Spread, 13 -. Rectilinear felding-- - Honeycomb Baffle - Ballast Style and Input Voltage HP35-120 or 277- Recessed In grade ((35W))' - HP70-1'20 or 277- Recessed in gratle (701M1�' HPRM35-120 or 277 - Recessed in grade (35W)• HPRM70-120 or 277 - Recessed in grade (70W)•- PPII.120 or 277 - Power Pipe llTM above grade (35W only) PC35-120 or 277- Power Canopy'°', wall or ceiling mount (35W) . PC70-120 or 227 - Power Canopy'"', wall or ceiling mount (70W) HM35-120 or 277- Remote wall mounted housing (35W) RM70-120 or 277 - Remote wall mounted housing (70W) TSB35-120 or 2T7 -LENGTH -Tree strap mounted electronic ballast (35W) TSB70-120 or 277 -LENGTH -Tree strap mounted electronic ballast (70W) TMB35-120 or 277- Pole top or tenon mount electronic ballast(35W) TMB70-120 or 277- Pole top or tenon mount electronic ballast 70W) For ballast information, see page B -K LIGHTIN 24 is 0 "bau • • • 3100D The junction box an Cole Steplites may be field mounted to the back or bottom of the fixture. Incandescent, fluorescent and high intensity discharge (HID) lamps may be specified for this series. • • • Cast bronze front 277V electrical Tamperproof screws -Nfe hCG It The orientation of the lens directs the light outward with minimum visibility. 2153D/3100D SERIES DIRECTIONAL Description This cast alumiunum faceplate provides an alternative appearance and performance for the 3100 Series Steplites for HID sources and to the 2153 Series for incandescent and fluorescent sources. The diffuser faces downward for maxi- mum illumination to the walkway surface and minimum visibility to the passerby. The rugged construction, engineering excellence, and quality make these fixtures ideal for specification in most public areas. Features The lens in the faceplate is vertically ribbed to provide side spread of illumination and the internal reflector and lamp placement provide a downward throw of light. The angle of the lens minimizes the visibility of the lens and the brightness seen with it. The smooth, rounded faceplate projects outward slightly to shield the lens from physical damage. Cole Steplites feature a cast aluminum junction box which may be eas- ily field mounted to either the back or bottom of the housing to best suit installation conditions. Applications The 21530/3100D Series Steplites are suitable for concrete pour/block wall mounting in outdoor installations. The fluorescent F2153D is also suitable for indoor installations. They are ideal in walls, ramps, and stairwells where high light levels are desirable. Custom If your project demands a special fixture we would be pleased to discuss the production of custom fixtures to suit your specific conditions. For more information on our custom capabilities, please contact your local Cole representative. oO��M� V, C. W. Cole & Company, Inc. 2560 N. Rosemead Boulevard I8 713/16' (198mm) .t y L ----- J The isolux curves illustrated above show the footcandle distribution for a 31000 Series fixture with a 50W clear HPS lamp mounted at a height of 2'-0". The conversion chart provides the light output figures for various lamp types at four mounting heights. The lamp height determines the scale of the grid, i.e., for a fixture mounted at 3'-0' the grid becomes 3'-0" x 3'-0". To calculate the footcandles for each iso curve use the con- version factors shown in the chart as multipliers of the footcandles indicated for each iso curve. Isolux Footcandle Conversion Chart Lamp Type tum. Mounting Height and Grid Scale 1'-0" 1'•6" 2'-0" 3'-0" 100W A21 Inc. 1690 1.70 0.75 0.42 0.18 26W flu0r. 1800 1.81 0.80 0.45 0.19 28W fluor. 1600 1.61 0.71 0.40 0.17 50W clear MV 1575 1.58 0.70 0.39 0.17 35W clear HPS 2250 2.25 1.00 0.56 0.25 50W clear HPS 4000 4.00 1.78 1.00 0.44 50W clear MH 3400 3.40 1.51 0.85 0.38 Catalog Numbers 100W A21 medium base incandescent 26W (CF026W/G24d)- fluorescent, 32OF 28W (CF027W/GX32d) fluorescent, -220F 50W mercury vapor, medium base 35W high pressure sodium, medium base SOW high pressure sodium, medium base 50W metal halide, medium base Electronic ballast requires CF026W/G24q-3 Options Junction Box: Bottom or back mounted junction box as required for feed-thru. Standard on HID models. Add ci,6iv -.r T 21530W F 21530W-26 F 2153DW-28 HMV 3150D HPS 31350 HPS 3150D HMH 31500 Ballasts: 277V or 347V ballast. Add suffix -277 or -347. Electronic ballast. (26W only) Add suffix -EB. alramafa Faranrala Cnrm• RIar4 nr whita 2153/3/31 OOD SERIES DIRECTIONAL Specifications Construction • Fixture housing is constructed from die -formed 16 gauge steel finished with a white polyester coating • Faceplate is cast aluminum with metallic aluminum powder coating, gasketed and retained by stainless steel screws • Diffuser is ribbed tempered glass set in silicone sealant • Reflector is constructed of die -formed seml- specular aluminum • Junction box is cast aluminum with polyester coating; optional on fluorescent models, standard on HID models • cETLus listed, suitable for wet locations. • F2153D is suitable for any wall construction; all other models are for concrete pour/block wall construction only. Electrical • Fixture is wired for lamps of varying types and wattages. Ballasts are standard 120V (277V/347V optional) • Junction box allows 8 wire thru-wir- ing, four in and four out. Provided with two W tapped conduit entrances in the bottom and one W' conduit entrance in each side. Mounting Housing has flanges with holes for mounting. 0 o riC'� C. W. Cale & Company, Inc. 2560 N. Rosemead Boulevard 50 to 70 watt H.I.D. Medium Base Lamps 42 watt Compact Fluorescent SL3 Maximum weight: 39 Ib ,Iry OF CHANHASSFr 4FCEI`,'Fl­) . JAN 3 0 2009 ^HANHASSFN PLANNING Dr -P Head: One piece cast aluminum, MI wall thickness with external reveal unifying head and shaft. Attachment to shaft is by four bolts concealed within the head. Shaft: One piece extruded aluminum with internal tracks for attaching head and base. Base: One piece cast aluminum secured to shaft by four concealed stainless steel bolts Reflector and Socket: Formed specular Alzak• reflector panels secured to a harness which holds a porcelain medium base 4KV socket (H.I.D. and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single -ended twin tube sockets (13W Fluorescent). Lens: Clear flat I/ thick tempered glass retained by two stainless steel brackets, and four stainless steel, hex socket cap screws, fully gasketed. Ballast: Factory mounted to rigid harness suspended from fixture head within the shaft. Wire leads supplied to base. H.I.D,: High power factor with starting temperatures of -20°F. for MH and -40°F. for HIPS lamp modes. 13W Fluorescent: 120V 32°F. starting; 277V 0°F. starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. Anchor Bolts: Four W x 10" + 2" zinc plated L -hooks complete with leveling nuts, washers, couplings, rigid pressed board template and black stainless steel bolts. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. ACN wy r8" --j �j-8%"3Ye" j- 357/4 '/s" 1- LIGHT 951 CENTER HEIGHT 423/4'* i `tlYY BOLT CIRCLE DIA. BASE PLAN SL3 363/4' OVERALL HEIGHT AVAILABLE - CONTACT KIM REPRESENTATIVE ,Iry OF CHANHASSFr 4FCEI`,'Fl­) . JAN 3 0 2009 ^HANHASSFN PLANNING Dr -P Head: One piece cast aluminum, MI wall thickness with external reveal unifying head and shaft. Attachment to shaft is by four bolts concealed within the head. Shaft: One piece extruded aluminum with internal tracks for attaching head and base. Base: One piece cast aluminum secured to shaft by four concealed stainless steel bolts Reflector and Socket: Formed specular Alzak• reflector panels secured to a harness which holds a porcelain medium base 4KV socket (H.I.D. and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single -ended twin tube sockets (13W Fluorescent). Lens: Clear flat I/ thick tempered glass retained by two stainless steel brackets, and four stainless steel, hex socket cap screws, fully gasketed. Ballast: Factory mounted to rigid harness suspended from fixture head within the shaft. Wire leads supplied to base. H.I.D,: High power factor with starting temperatures of -20°F. for MH and -40°F. for HIPS lamp modes. 13W Fluorescent: 120V 32°F. starting; 277V 0°F. starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. Anchor Bolts: Four W x 10" + 2" zinc plated L -hooks complete with leveling nuts, washers, couplings, rigid pressed board template and black stainless steel bolts. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. ACN wy Ordering Example: Luminatre fixture Electrical Module Finish It SU / 50MH277 / WH-P rl 1 2 3 1 Fixture: Cat. No. designates SL fixture. Cat. No.: 2 Electrical Module: HIPS - I sigh Pressure Sudwm INC = Incandescent MH - Metal Halide PL = Compact Fluorescent See lamp and electrical data on page 65 for ballast types and characteristics. Lamp Lamp Line Watts Type Volts 50 MH 277 Coated lamps recommended. Sl SOMPS120 70HPS120 SOHPSZ77 70HPS277 6MNC120 13PL120' 13131l SOMH120 50MHM 42PL720' 42171.200' 42PL240' 42PL27P 70MH120 701101277 'Two lamps required per fixture. 142PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (5000 Hz). NOTE: For lamp/ballast information outside of the US A. and Canada, please consult your local Kim representative. 3 Luminaire Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Super TGIC powder coal paint Cat No,: 1l El LG -P PS -P WH -P CC -P over chromate conversion coal Consul representative for custom colors. Features • Tamper proof design. • Completely sealed optical compartment. • Clear, tempered glass lens, factory sealed. • Machined aluminum construction with stainless steel hardware_ • Patented ACV'- Valve System. Seepage 33. STYLE A \ 11' 0olbnal Lens or ahie 1 IUP IO Two ran W spec ll _— \ •P.terted ACV`" STYLE B Valve a, ] SS 24 PAR30 ­` Metal Halide Lamp 'ACV U.S. Pekre No01 ^36aHp U.S. PNMT No. 6.161.940 "Patented 360H0"w Mounting System Vertical Aiming Lock Rotational Among Lock The Sierra Series'" is designed for use (M-70 with the PAR30 Master Color'" and other PAR30 metal halide lamps in wattages of 35W and 70W. The all aluminum construc- tion and rich polyester powder coat finish will provide years of performance for this very popular lamp. The lighting designer has seven different ballast options to choose from, which facilitate a wide variety of practical applications. The Sierra Series incorporates the Patented ACV`" Valve System for increased protection against internal condensation corrosion. It also incorporates the Patented 360HD"N Mounting System with B -K Lighting's exclusive 'aim -and -lock technology'. i F. rAt Al h = 35 V✓ Patented 360H0^ Mounting System allows vertical to horizontal and rotational aiming with positive'aim-and-lock technology', provides integral wireway. See page 33. Medium base pulse rated lamp holder with 25T C. 16 ga., wire leads. a & 0. Listed with 35W and 70W PAR30 metal halide lamps. For use with 35W or 70W, 120V or 277V metal halide ballast. CATALOG NUMBER LOGIC Example; BE-63-SLW-10- Series – • , 1 Lamp Type 0 - uy others 60 - 35 PAR30/MH/SP(35W), 10° Spot 61 - 35 PAR30/MH/FL(35W)); 30° Flood 62 - 10 PAR30/MH/SP(70W), 10" Spot 63 - 70 PAR30/MH/FL(70W), 40°. Flood Lens type - 9 - Clear (Standard), 10 - Spread 13 -. Rectilinear Shielding 11 - Honeycomb Baffle - - - Cap Style A-45`, B-90°, C - Flush Ballast Style and Input Voltage HP35-120 or 277- Recessed in grade (35W)- HP70-120 or 277- Recessed in grade (70W)• HPRM35-120 or 277- Recessed to grade (35W)' HPRM70-120 or 277- Recessed in grade (70W)' PPII.120 or 277 - Power Pipe IITM above grade (35W only) PG35-120 of 277- Power Canopy"", wall of ceiling mount (35W) PC70-120 or 227 - Power Canopy"", wall or ceiling mount (70W) RM35-120 or 277- Remote wall ounted housing (35W) RM70-120 or 277 - Remote wall mounted housing (70W) TSB35-120 or 277 -LENGTH - Tree strap mounted electronic ballast (35W) TSB70-120 or 277 -LENGTH . Tree strap mounted electronic ballast (70W) TMB35-120 or 277- Pole top or tenon mount electronic ballast (35W) TMB70-120 or 277- Pole top or tenon mount electronic ballast (70W) For ballast information, see page 25. - 6-K LIGHTING I • 0 'L75SU • • • 31000 The junction box on Cole Steplites may be field mounted to the back or bottom of the fixture. Incandescent, fluorescent and high intensity discharge (HID) lamps may be specified for this series. • • • Cast bronze front 277V electrical Tamperproof screws "fe hCG to The orientation of the lens directs the light outward with minimum visibility. 2153D/3100D SERIES DIRECTIONAL Description This cast alumiunum faceplate provides an alternative appearance and performance for the 3100 Series Steplites for HID sources and to the 2153 Series for incandescent and fluorescent sources. The diffuser faces downward for maxi- mum illumination to the walkway surface and minimum visibility to the passerby. The rugged construction, engineering excellence, and quality make these fixtures ideal for specification in most public areas. Features The lens in the faceplate is vertically ribbed to provide side spread of illumination and the internal reflector and lamp placement provide a downward throw of light. The angle of the lens minimizes the visibility of the lens and the brightness seen with it. The smooth, rounded faceplate projects outward slightly to shield the lens from physical damage. Cole Steplites feature a cast aluminum junction box which may be eas- ily field mounted to either the back or bottom of the housing to best suit installation conditions. Applications The 2153D/3100D Series Steplites are suitable for concrete pour/block wall mounting in outdoor installations. The fluorescent F2153D is also suitable for indoor installations. They are ideal in walls, ramps, and stairwells where high light levels are desirable. Custom If your project demands a special fixture we would be pleased to discuss the production of custom fixtures to suit your specific conditions. For more information on our custom capabilities, please contact your local Cole representative. 0041,11", v C. W. Cole & Company, Inc. 2550 N. Rosemead Boulevard 713/16" (167mm) (196mm) 10 3/4' -1 (273mm) _ i 91/6" • O -- 1232mn L -mss-"-._- J 111/16, �- (43mm) 43/16" L (106mm) j 613/16' (173mm) The isolux curves illustrated above show the footcandle distribution for a 3100D Series fixture with a 50W clear HPS lamp mounted at a height of 2'-0". The conversion chart provides the light output figures for various lamp types at four mounting heights. The lamp height determines the scale of the grid, i.e., for a fixture mounted at 3'-0" the grid becomes 3'-0" x 3'-0". To calculate the footcandles for each Iso curve use the con- version factors shown in the chart as multipliers of the footcandles indicated for each iso curve. Isolux Footcandle Conversion Chart Lamp Type Lum. Mounting Height and Lamp Grid Scale 100W A21 medium base incandescent T 21530W 1'-0" 1'-6" 2'-0" 3'-0" 100W A21 ink. 1690 1.70 0.75 0.42 0.18 26W fluor. 1800 1.81 0.80 0.45 0.19 28W fluor. 1600 1.61 0.71 0.40 0.17 50W clear MV 1575 1.58 0.70 0.39 0.17 35W clear HPS 2250 2.25 1.00 0.56 0.25 50W clear HPS 4000 4.00 1.78 1.00 0.44 SOW clear MH 3400 3.40 1.51 0.85 0.38 2153D/3100D SERIES DIRECTIONAL Specifications Construction • Fixture housing is constructed from die -formed 16 gauge steel finished with a white polyester coating • Faceplate is cast aluminum with metallic aluminum powder coating, gasketed and retained by stainless steel screws • Diffuser is ribbed tempered glass set in silicone sealant • Reflector is constructed of die -formed semi - specular aluminum • Junction box is cast aluminum with polyester coating; optional on fluorescent models, standard on HID models • cETLus listed, suitable for wet locations. • F2153D is suitable for any wall construction; all other models are for concrete pour/block wall construction only. Electrical • Fixture is wired for lamps of varying types and wattages. Ballasts are standard 120V (277V/347V optional) • Junction box allows 8 wire lhru-wh- ing, four in and four out. Provided with two 'h" tapped conduit entrances in the bottom and one 'h" conduit entrance in each side. Mounting Housing has flanges with holes for mounting. Catalog Numbers Lamp 100W A21 medium base incandescent T 21530W 26W (CFQ26W/G24d)" fluorescent, 32°F F 2153DW-26 28W (CF027W/GX32d) fluorescent, -22°F F 2153DW-28 50W mercury vapor, medium base HMV 31500 35W high pressure sodium, medium base HPS 31350 50W high pressure sodium. medium base 50W metal halide, medium base HIPS 3150D HMH 31500 OO " Electronic ballast requires CFQ26W/G24q-3 -C�� Options Ballasts: 277V or 347V ballast. Add suffix -277 or Junction Box: Bottom or back mounted junction box -347. Electronic ballast. (26W only) C. W. Cole & Company, Inc. as required for feed-Ihru.Standard onHID models. Add suffix -EB. 2560 N. Rosemead Boulevard AMI Cl Afiv-.1 Allom2ta Faconlailp nnlnr• R12rk nr.,hita Item Description, Non -Scannable Item 1 L 'Folder Number "d Folder Name G o n Job Number 2 Box Number n o.d CM�,rrh GV4- t -- T"4 W CUNINGHAM G R O U P ")- vm at Y A 9 ADDITION 3121 WESTWOOD DR, EXCELSIOR, MN 55331 APPLICANT NAME ARCHITECT ENGINEER OWNER CUNINGHAM GROUP ARCHIECTURE, P.A. WESTWOOD PROFESSIONAL SERVICES WESTWOOD COMMUNITY CHURCH CHARLES STOFFEL, AIA MICHELE CARON JACKSON, PE STEVE MADER 201 MAIN STREET BE SUITE #325 7699 ANAGRAM DRIVE 3121 WESTWOOD DRIVE MINNEAPOLIS, MN 55414 EDEN PRAIRIE, MN 55344 EXCELSIOR, MN 55331 612-379-6848 952-697-5712 952-224-7300 LEGAL DESCRIPTION - REFER TO ATTACHED DOCUMENT WESTWOOD COMMUNITY CHURCH IS PROPOSING AN EXPANSION OFAPPROXIMATLY 51,000 SF TO THEIR EXISTING FACILITY. THE EXPANSION WILL INCLUDE STUDENT AND ADULT CLASSROOMS, MEETING ROOMS, OFFICES,'STORAGE, GATHERING SPACES, AND A MULTI-PURPOSE ROOM. MINOR REMODELING WILL OCCUR AT THE CONNECTION OFTHEBUILDINGS. THE BUILDING WILL INCLUDE ASSEMBLY, OFFICE, STORAGE AND MECHANICAL OCCUPANCY TYPES. THE OCCUPANCY LOAD OF THE EXISTING BUILDING IS 2,658 AND THE NEW BUILDING WILL BE 3,700 FOR A TOTAL OF 6,358. THE EXISTING ZONING AND LAND USE DESIGNATIONS ARE 01- OFFICE & INSTITUTIONAL DISRTICT AND PUBLIC / SEMI/PUBLIC. THESE DESIGNATIONS WILL NOT CHANGE. TABULATIONS 01/30/2009 PROPERTY AREA - 58.6 ACRES, 2,553,000 SQUARE FEET BTEMPAS GROSS FLOOR AREA - EXISTING BUILDING, 72,120 - NEW, 51,000 - TOTAL =123,120 PERCENT OF SITE COVERED BY BUILDING - 4.8% Checked By: PERCENT OF SITE COVERED BY IMPERVIOUS SURFACE -15.6% Document Phase: PERCENT OF SITE COVERED BY PARKING -10.8%/� Comm. No.: PROJECTED NUMBER OF EMPLOYEES -47 At`t ' I/3 A� NUMBER OF SEATS FOR ASSEMBLY -1,777 = NUMBER OF PARKING SPACES REQUIRED -634 NUMBER OF PARKING SPACES PROVIDED -638 HEIGHT AND NUMBER OF STORIES OF ALL BUILDINGS -EXISTING, 3 STORIES, 82'-6" - NEW, 2 STORIES, 60'-0" BREAKDOWN OF BUILDING AREA - EXISTING NEW ASSEMBLY -18,807 ASSEMBLY -18,006 OFFICE -8,273 OFFICE -3,090 CLASSROOM -16,810 CLASSROOM - 8,889 KITCHEN -775 KITCHEN -366 STORAGE - 2,779 STORAGE - 2,052 TOTAL EXISTING SF - 72,120 TOTAL NEW - 51,000 TOTAL ASSEMBLY - 36,813 OFFICE -11,363 CLASSROOM -25,699 KITCHEN -1141 STORAGE - 4,831 TOTAL BUILDING -123,120 PROPOSED FIRE PROTECTION SYSTEM - A FIRE SPRINKLER SYSTEM TO BE INSTALLED PER CODE REQUIREMENTS. EXISTING TRASH ENCLSURE WIL NOT BE MODIFIED NO NEW SITE SIGNAGE WILL BE ADDED IN THIS PROJECT • City Submittal N CUNINGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. BE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant Revisions No. Date Description CONDITIONAL USE PERMIT AND SITE PLAN REVIEW - NOT FOR CONSTRUCTION hereby cern y that this plan,ppecification, or report was pr d by In under my dire( suoervisio hat I am uIV Licensed Name: ® Brian Tempas License No.: 20318 Date: / / 01/30/2009 PIC/AIC: BTEMPAS Drawn By: CAS Checked By: CAS Document Phase: DD Comm. No.: 06-0045 Project Title Westwood Community Church - Phase II Addition Sheet Title ARCHITECTURAL SITE PLAN .rl y OF CHANHASSFN RECEIVED JAN 3 0 2005 CHANHASSEN PLANNING DEPT Sheet Number AS1 01 1 of 12 Copyright © 20M by Cuningham GmW Amhgeduw, P.A. (AII RigMe Reaemd) ©2009 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Notes 1. This survey was prepared without the benefit of a title commitment. I 2. Bearings based on current Carver County section breakdown. 3. The information on this survey is a compilaton of data collected and compiled by Westwood and data that was provided by Pioneer Engineering. 4. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either I in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. 5. This survey does not purport to show the existence or non-existence of any of the following: encroachments on or off the subject property, recorded or unrecorded easements; defects in the physical boundary and/or legal description. I LEGEND 0 BUSH/SHRUB a STORM MANHOLE CONIFEROUS TREE T❑ TELEPHONE BOX DECIDUOUS TREE Q TELEPHONE MANHOLE WETLAND ® TRAFFIC CONTROL BOX 0 STEEL/WOOD POST Hn HAND HOLE -� SIGN-TRAFFIC/07HER - TRAFFIC LIGHT -o SIGN-TRAFFIC/OTHER D4 GATE VALDE FN_ ­ MAIL BOX I& HYDRANT HANDICAPPED STALL �jw WA7ER METER C PERC TEST ❑s CURB STOP BOX Mw MONITORING WELL ®w WATER MANHOLE ® CABLE TV BOX Qw WELL GAS METER -CTv- CABLE TV E STREET L17E -GAS- GAS LINE GUY WIRE -POH- POWER OVERHEAD K), POWER POLE -PUG- POWER UNDERGROUND ❑E ELECTRIC BOX -SAN- SANITARY SEWER ELEC7RIC METER -STD- STORM SEWER ELECTRIC MANHOLE -TOH- TELEPHONE OVERHEAD ® ELEC7RIC TOWER -TUG- TELEPHONE UNDERGROUND Qs SANITARY MANHOLE -WA r- WATERMAIN co SEWER CLEANOUT FENCE LINE ® BEEHIVE CATCH BASIN DECIDUOUS 7REE LINE ® CATCH BASIN CONIFEROUS 7REE LINE ® FLARED END SEC77ON CURB & GUTTER n3Ye71M.Ta rZured i That part of the Northwest Quarter of the Southwest Quarter of Sell 9, Townshlp 116 North, Range 23 West of the 5th Principal Meridian described as follows: Beginning at the Southeast caner of sold Northwest Wester of the Southwest Quarter,- thence on an assumed beaing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, o distance of 248.27 feet; thence Nath 0 degrees J5 minutes IJ seconds West a distance of 131.30 feet; thence South 89 degrees 09 minutes OJ seconds East a distance of 247.517 feet to the East line of sold Northwest Quarter of the Southwest Quarte; thence South O degrees 54 minutes 38 seconds East, along said East line, a distance of 129.59 feet to the point of beginning, according to the plat thereof an Me or of record in the office of the County Recorder, Carver County, Minnesota. Subject to on easement for aWwway purposes over the West 2500 feet of the East 5000 feet of the above described property. Carer County, Minnesota Abstract Property PARCEL 2 That port of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Princlpol Meridian described as follows: Commencing at the Southeast comor of said Northwest Quarter of the Southwest Quarter thence an an assumed bearing of North 89 degrees 33 minutes 03 seconds West along the South line of said Northwest Quarter of the Southwest Quarter, o distance of 248.27,• thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet to the point of beginning of the laid to be described,• thence continuing North 0 degrees 35 minutes 13 seconds West a distance of 149.91 feet South 89 degrees 41 minutes 03 seconds East o distance of 246.67 feet to the East line of said Northwest Quarter of the Southwest Quarter,• thence South 0 degrees 54 minutes 38 seconds East along said East line, a distance of 15223 feet to the intersection with a line which bears South 89 degrees 09 minutes 03 seconds East from the point of beginning; thence Nath 89 degrees 09 minutes 03 seconds West o distance of 247.58 feet to the point of beginning. Together with on easement for driveway purposes over the West 25.00 feet of the East 5Q00 feet of the following described property. That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Beginning at the Southeast comer of sold Northwest Quarter of the Southwest Quarter, thence on an assumed bearing of North 89 degrees J3 minutes 03 seconds West along the South this of said Northwest Quarter of the Southwest Quarter a distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West o distance of 131.30 feet' thence South 89 degrees 09 minutes 03 seconds East a distance of 247.58 feet to the East line of said Northwest Quarter of the Southwest Quarter, thence South 0 degrees 54 minutes 36 seconds East, along said East line, a distance of 129.59 feet to the point of beginning. PARCEL 3 That port of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Sectio/ 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 All Range 23 West of the 5th Principal Meridian, described as fellows: Beginning at the southeast comer of sold Southwest Quarter of the Northwest Quarter, thence North 69 degrees 42 minutes 15 seconds West assuming the west line of sold Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West a distance of 978.50 feet thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet thence North 69 degrees 13 minutes 44 seconde West o distance of 638.58 feel; thence North 87 degrees 00 minutes 49 seconds West o distance of 822.99 teat; thence South 1 degree 56 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees if minutes 51 seconds West a distance of 368.57 feet thence South 41 degrees 10 minutes 18 seconds West a distance of 41a76 Al thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 fset thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet thence South 8 degrees 05 minutes 03 seconds East a distance of 38.84 feet Manias North 89 degrees 43 minutes 07 seconds West about 385 feet, to the shoreline of Lake Minnewashta; thence Southerly along said shoreline, to the south line of said Government Lot B• thence North 89 degrees 40 minutes 46 seconds East, along sold south line of Government Lot 8 about 1756 feet to the southeast comer of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, to a point 248.27 feet Westerly from the Southeast caner of sold Northwest Quarter of the Southwest Quarter,- thence North 0 degrees 34 minutes 36 seconds West o distance of 281.21 feet,- thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet thence North 0 degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet to the East line of sold Northwest Quarter of the Southwest Quarter, thence North D degrees 54 minutes 38 seconds Will along last said East line, o distance of 1046.12 lest to sold point of beginning. EXCEPT., (Exception Na 1) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Townshlp 116 North, Range 23 West of the 5th Principal Meridian, described as Al Commencing at the southeast comer of sold Southwest Quarter of the Northwest Quarter,, thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of Nath 0 degrees 32 minutes 39 seconds West a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feel thence North 69 degrees 13 minutes 44 seconds West a distance of 28.:38 feet, thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feel thence South 71 degrees 39 minutes 26 seconds Emit, o distance of 131.14 feet to the point of beginning of the land to be described, thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet,* thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feel thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. ALSO EXCEPT.• (Exception Na 2) That pat of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows Commencing at the southeast comer of acid Southwest Quarter of the Northwest Quarter,• thence North 69 degrees 42 minutes 15 seconds West assuming the west line of sold Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feel thecae South 36 degrees 06 minutes 16 seconds Will o distance of 18.77 feet, thence South 3B degrees 21 minutes 19 seconds East a distance of 40.00 teat, to a point hereinafter referred to as Point A, thence North 59 degrees 13 minutes 44 seconds West a distance of 28338 feet; thence South 10 degrees 46 minutes 16 seconds West o distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East o d/stance of 115.18 feet to the point of the beginning of the land to be described,; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet thence North 10 degrees 46 minutes 16 avioid East o distance of 451.81 All thence North 71 degrees 39 minutes 26 seconds West a distance of 131.14 feet,• thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feel thence North 69 degrees 13 minutes 44 seconds West a distance of 355.20 feet to a point distant 638.58 feet northwesterly from the above referenced 'Point A',• thence North 87 degrees 00 minutes 49 seconds West o distance of 822.99 kat thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet thence South 28 degrees 11 minutes 51 second& West a distance of 30366 feet thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East o distance of 390.62 feet to the point of beginning. ALSO EXCEPT.• (Exception Na 3) All of ZIMMERMAN FARM IST ADDI770N, according to the recorded plot thereof, including Lots I and 2 Black 1, and the roads dedicated to the public in said plat. ALSO EXCEPT.. (Exception No. 4) That part of the Northwest Ouster of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th Principal Meridian, described as Follows: Commencing at the southeost comer of said Southwest Quarter of the Northwest Quarter• thence North 69 degrees 42 minutes 15 seconds West assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of Nath 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feel thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet, thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feel thence North 69 degrees 13 minutes 44 seconds West, a distance of 28338 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet thence North 10 degrees 46 minutes 16 seconds East, o distance of 451.81 feet to the point of beginning of the land to be described,• thence continuing North 10 degrees 46 minutes 16 seconds East a distance of 56.31 feet; thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 6084 feet; thence South 71 degrees 39 minutes 26 seconds East, o distance of 137.74 feet to the point of beginning. ALSO EXCEPT.(Exception No. 5) That part of the Southwest Quarter of the Northwest Quarte; Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (2J) West of the 5th Principal Meridian, described as follows. Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter,• thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest comer and the southwest corner of said Section 9) a distance of 750.15 feet to the point of beginning of the land to be described, • thence continue North 69 degrees 42 minutes 15 seconds West a dfstance of 228.35 feel thence South 36 degrees 06 minutes 16 seconds West o distance of 18.77 feet to the northerly comer of the easterly and of Field Lane, dedicated In SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentatlo/ of the recorded plot thereof, thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumental thence North 69 degrees 13 minutes 44 seconds West along the southerly line of sold Field Lane as monumented, a distance of 28338 feel thence South 10 degrees 46 minutes 16 seconds West a distance of 40.62 feet thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet thence North 10 degrees 46 minutes 16 seconds East a distance of 60,84 feet to sold point of beginning. Subject to the easement for electric transmission line purposes originally established by the Easement filed far record January 9, 1939, in book 43 of Deeds, page 195, as partially released and limited by the Partial Release of Easement tiled for record November 9, 1990 as Carver County Recorder Document No. 119406. 0' 100' 200' 300' 0 CUNINGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. SE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant W NIWOOd well Profeelond Servkn Im 789 Mepn ,Urhe Edea Prime, MN 55344 PHONE 9528373150 FAX 9536373®2 7011 FREE 1383-9373150 vw, ivuhsaodpuixn Revisions No. Date Description CUP & SITE PLAN REVIEW - NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota v/� Signed: 4�/�- Name: Mark R. Salo Date: 1/30/09 License No. 43933 Date: 01130/2009 PIC I All Drawn By: BTW Checked By: MRS Document Phase: DD Comm. No.: 06.0045 Project Title Westwood Community Church - Phase II Addition Sheet Title Existing Conditions Sheet Number C1 2of12 Copynghl © 2009 by Cuningham Groep Ardiimc , PA. (All Rghta Resaaeb) c2009 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 IMn_ Toll Free 1-800-252-1166 IN s 3 9 a EXISTING CURB AND SIDEWALK TO REMAIN 8' WIDE GRAVEL PATH PROPOSED RETAINING WALL CONCRETE MECHANICAL PAD EXPANSION PROPOSED BUILDING EXPANSION LOWER LEVEL ELEVATION=991.8 UPPER LEVEL ELEVATION =1 006.8 / • ' EXISTING POND INCREASE HEIGHT OF EXISTING ROCK RETAINING WALL SAW CUT EXISTING CONCRETE EXISTING CURB AND SIDEWALK TO REMAIN REFER TO LANDSCAPE PLANS FOR HARDSCAIPE DETAILS REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING AND SETBACK DIMENSIONS ./ EXISTING POND General Site Notes 1. BACKGROUND INFORMATION FOR THIS PROJECT FROM FIELD SURVEY BY WESTWOOD PROFESSIONAL SERVICES, EDEN PRAIRIE, MN.. 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. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. Site Legend ExLs,nNG PROPOSED T rei 0 PROPERTY LINE LOT LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL FENCE SITE LIGHTING TRAFFIC SIGN POWER POLE BOLLARD / POST CUININGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. SE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant W Westwood 9 estwo d rrotewlmol servlce4 Inc Eder rrraa MN 55344 PHOW 93243715150 RU 9324374 . 70LL FREE 140-9373150 Ing wmftv00dPt.CCIn Revisions No. Date Description CUP & SITE PLAN REVIEW - NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Signed: tN-*f� ai't✓✓.+Q.ti+bu. Name: Gretchen Ann Landini Date: 1/30/09 License No. 43019 Date: 0113012009 PIC / AIC: Drawn By: PAG/GAL Checked By: GAL Document Phase: DD Comm. No.: 06.0045 Project Title Westwood Community Church - Phase II Addition Sheet Title Preliminary Site Plan Sheet Number C2 3of12 Copynght © 2009 by Cuningham Gmup ArchOimre, PA. IAB Rights Reserved) F e12009 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 CO 0 0 (c) PROPERTY LINE c)91,40 0) Qc� 9 .............. . 82 991.50 ......... . CURB AND GUTTER POND NORMAL WATER LEVEL SILT FENCE — - ---------- E STORM SEWER FLARED END SECTION (WITH RIPRAP) ----- - -.- WATER MAIN ► SANITARY SEWER RETAINING WALL DRAIN TILE RIDGE LINE 0 GRADING LIMITS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET 0 � &IF �X/X/a I PROPOSED BUILDING EXPANSION LOWER LEVEL ELEVATION=991.8 UPPER LEVEL ELEVATION =1 006.8 EOF Notes 1. 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. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE 992 ... . ..... . ........ FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY f ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BIE IN ACCORDANCE WITH THE CURRENT EDITION OF sy,"STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF 99 MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. -99 ..... ...... Z 5. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE e; INDICATED ON THIS SHEET. 6. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 7. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 8. SEE SOILS REPORT PREPARED BY STORK TWIN CITY TESTING DATED SEPTEMBER 18, 2008 FOR RECOMMENDATIONS ON GROUNDWATER, SOIL CORRECTIONS AND BUILDING HOLD DOWNS. MATCH GRADES OF 9. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS EXISTING SIDEWALK (TYP) 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 REGULATING AGENCIES. 10. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 11. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 12. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY—LOADED TANDEM—AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 4 ...... .... ... f 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. 13. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING K 991.30 AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE 40 GEOTECHNICAL ENGINEER. 990.30 14. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF 991.40 f ROCK THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. CONSTRUCTION 15. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT -_.ENTRANCE GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING 44 UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR n, 990.00 COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. W 44 IZ9,1.40 .P SILT FENCE (TYP) 991,20 X 991.30 POND A NWL=984 HWL=987.7 Grading Legend EXISTING PROPOSED PROPERTY LINE c)91,40 INDEX CONTOUR Qc� 9 .............. . 82 991.50 ......... . I PROPOSED BUILDING EXPANSION LOWER LEVEL ELEVATION=991.8 UPPER LEVEL ELEVATION =1 006.8 EOF Notes 1. 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. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE 992 ... . ..... . ........ FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY f ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BIE IN ACCORDANCE WITH THE CURRENT EDITION OF sy,"STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF 99 MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. -99 ..... ...... Z 5. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE e; INDICATED ON THIS SHEET. 6. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 7. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 8. SEE SOILS REPORT PREPARED BY STORK TWIN CITY TESTING DATED SEPTEMBER 18, 2008 FOR RECOMMENDATIONS ON GROUNDWATER, SOIL CORRECTIONS AND BUILDING HOLD DOWNS. MATCH GRADES OF 9. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS EXISTING SIDEWALK (TYP) 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 REGULATING AGENCIES. 10. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 11. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 12. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY—LOADED TANDEM—AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 4 ...... .... ... f 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. 13. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING K 991.30 AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE 40 GEOTECHNICAL ENGINEER. 990.30 14. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF 991.40 f ROCK THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. CONSTRUCTION 15. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT -_.ENTRANCE GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING 44 UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR n, 990.00 COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. W 44 IZ9,1.40 .P SILT FENCE (TYP) 991,20 X 991.30 POND A NWL=984 HWL=987.7 Grading Legend EXISTING PROPOSED PROPERTY LINE 980— INDEX CONTOUR Qc� 9 .............. . 82 INTERVAL CONTOUR ......... . CURB AND GUTTER POND NORMAL WATER LEVEL SILT FENCE — - ---------- E STORM SEWER FLARED END SECTION (WITH RIPRAP) ----- - -.- WATER MAIN ► SANITARY SEWER RETAINING WALL DRAIN TILE RIDGE LINE GRADING LIMITS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET X911.00 SPOT ELEVATION 11.50% FLOW DIRECTION 0. 20' 40' 60' V 0 N%V48: CUNINGHAM G R 0 U P Cumingharn Group Architecture, P.A. St. Anthony Main 201 Main St. SE Suite 325 Minneapolis, MIN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www,cuningham.com Consultant W Viestwillood WashvDad Illmll SWOM Im 76M AnW= WIN Eden Pl UN 55344 rrrorE 957A373150 Nuc 7101.1 FREE 14011MMW 7vwr4wmhmoodp7.mm Revisions No. Date Description CUP & SITE PLAN REVIEW - NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Signed: tN.)l af allalllz Name: Gretchen Ann Landini Date: 1/30/09 License No. 43019 Date: 01/30/2009 PIC I AIC: Drawn By: PAG/GAL Checked By: GAL Document Phase: DID Comm. No.: 06-0045 Project Title Westwood Community Church - Phase 11 Addition Sheet Title Preliminary Grading, Drainage & Erosion Control Plan Sheet Number C3 4 of 12 copyright @ 2009 by Guningham Gmup kchfteWm, PA. (All Right RereNed) 2009 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 F. CB -32 RIM=991.40 IE(SE)=987.21 79 LF - 12" PVC STM ® 0.50% 18 STEEL CASING FOR STORM SEWER UNDER BUILDING SiO / CB -42 RIM=990.60 IE(SE)=986.60 36 LF - 12" :>TM J ® 0.50% CBMH-41 RIM=990.40 IE(NW)=986.42 IF(SF)=986.42 Spr1 / 84 LF - 12" STM /sN ®0.5 000 FES -40 J IE=986.00 FES -30 IE=986.00 ILJ-LV IE=986.00 108 LF - 12" STM 01.00% SAN -MH 1 RIM=991.50 IE(SW)=983.60 95 LF - 8" SAN 00.58% `- CBMH-21 RIM=989.00 IE(NW)=986.08 IE(S)=986.08 15 LF - 12" STM ® 0.50% 100 LF - 6" SAN ST°\ 04.0% CBMH-11 R' M=990.30 IE(NW)=986.02 IE(SE)=986.02 CONNECT TO EXISTING SANITARY `. MANHOLE ADJUST RIM 991.15 IE(S)=976.89± IE(W)=978.50 141 LF - 8" SAN ® 0.58% 202 LF - 12" STM ® 1.00% SAN -MH 2 RIM=989.52 IE(NW)=978.0( IE(SW)=977.81 O IE(N)=977.71 101 LF - 8" SAN ® 0.58% RELOCATE GAS LINE SAN -MH 3 RIM=989.67 IE(NW)=978.50 1 LJ I V IE=984.00 General Utility Notes 1. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE EASEMENT LINE PLANS ARE BASED ON FIELD SURVEY INFORMATION BY WESTWOOD AND CURB AND GUTTER EXISTING PLANS BY OTHERS. THE INFORMATION SHALL NOT BE RELIED ON AS SANITARY SEWER BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING SANITARY SEWER FORCE MAIN CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER STORM SEWER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL HYDRANT BE PER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT GAS EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE UNDERGROUND ELECTRIC INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS OVERHEAD ELECTRIC PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY OVERHEAD TELEPHONE FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY TELEPHONE FIBER OPTIC WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT CABLE TELEVISION FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE DRAIN TILE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION FLARED END SECTION (WITH RIPRAP) AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING LIGHT POLE 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 t>OVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. B. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. 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 & STOR'M 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 AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. 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. Utility Legend - - - - PROPERTY LINE -------- EASEMENT LINE -° CURB AND GUTTER ►-� SANITARY SEWER - FM SANITARY SEWER FORCE MAIN - --- -------0 STORM SEWER - - 1 WATER MAIN _....... .;, I ----- *+ HYDRANT _------- ---GAS- GAS --- -- Puc UNDERGROUND ELECTRIC ---- aav OVERHEAD ELECTRIC ----- - 1uc UNDERGROUND TELEPHONE M'+ OVERHEAD TELEPHONE --- FOP TELEPHONE FIBER OPTIC ----- - cry CABLE TELEVISION ►►► DRAIN TILE ►� GATE VALVE FLARED END SECTION (WITH RIPRAP) E LIGHT POLE X�. VERTICAL UTILITY SEPARATION 0' 20' 40' 60' ® \■ CUNINGHAM G R O U P Cuningham Group Architecture, PA. St. Anthony Main 201 Main St. BE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant W YYeshuol werl Prafmilonsl SwAw me 7M Magoon Ddm Ill Re1Aa MN 553" PHONE 9524137-PSO FAX 952.937 5B7f2 TOIL MEE 19MRN-5150 www.wnnwadprmm Revisions No. Date Description CUP & SITE PLAN REVIEW - NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Signed: Name: Gretchen Ann Landini Date: 1/30/09 License No. 43019 Date: 0113012009 PIC / AIC: Drawn By: PAG/GAL Checked By: GAL Document Phase: DD Comm. No.: 06.0045 Project Title Westwood Community Church - Phase II Addition Sheet Title Preliminary Utility Plan Sheet Number C4 5 of 12 copyright © 2009 by Conghem GmupWftec , PA. (All Righty Reserved) EXISTING LANDSCAPE TREES - 1.29-2009 TYPE QUANTITY Deciduous Shade Tree 41 Ornamental Tree 218 Conifer 114 F_ TOTAL 373 6- DECIDUOUS SHADE TREE 00 ORNAMENTAL TREE CONIFER Q EXISTING TREES TO BE RELOCATED EXISTING LANSCAPE TREES BARN � 8 BARN WINDMILL M A �' CUNINGHAM G R O U P Cuningham Group Architecture, P.A. Sl. Anthony Main 201 Main St. SE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant WDSCAPEARUITECTORE+ 4001st Ave North Suite 528 Minneapolis, MN 55401 P 612.455.2988 Revisions No. Date Description CUP & SITE PLAN REVIEW -NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Signed: Name: James R. Robin Date: 1.30.2009 License No. 12207 Date: 01130/2009 PIC / AIC: Drawn By: CS Checked By: JR Document Phase: CD Comm. No.: 06-0045 Project Title Westwood Community Church - Phase II Addition Sheet Title EXISTING LANDSCAPE TREES Sheet Number L100 6of12 c,Wghl © 2009bycmingham Gmwkemi Wre,PA(NmlghlaRmmd) MORTAR ALL COURSES ONLY AS NECESSARY TO ELIMINATE ROCKING. RAKE OUTSIDE OF JOINTS %" BACK FROM FACE TO ACHIEVE A "DRY -STACK" SECTION SIDE ELEVATION �RIA-1 PRECAST CONCRETE CAP- TO MATCH BUILDING WALLSTONE- TO MATCH BUILDING FACE SIZE OF STONE SHALL BE SIMILAR TO BUILDING VENEER TO MATCH APPEARANCE FILL CENTER VOID WITH CRUSHED STONE GRADE 7 Y2 FIBER SEPARATION JOINT CONCRETE WALK BASE COMPACTED BASE: 3/"-1" CLEAR, CRUSHED STONE TOP COURSE = 6"H x 20"W x 20"MIN-60"MAX L - PRECAST CONCRETE CAP - JOINTING TO MATCH BUILDING CAP JOINTS TO BE MORTARED WALLSTONE-TO MATCH BUILDING, FACE SIZE TO BE SIMILAR r GRADE TOP COURSE = 6"H x 20"W x 20"MIN 60"MAX L RECAST CONCRETE CAP WALLSTONE- TO MATCH BUILDING FACE SIZE TO BE SIMILAR GRADE FREESTANDING LIMESTONE WALL 1 "=V4, TOP OF SOD MAT 1" BELOW PAVING CONCRETE/SOD RELATIONSHIP 9 1"=1'-0" UNPAINTED STEEL EDGING 5"X3/16" TO BE STAKED BETWEEN SOD PLANTING BED. SET WITH 15" STA' STEEL EDGE 1"=1'-0" )IL- SEE L300 ;� LIMESTONE AND PRECAST CONCRETE CAP EXAMPLE PHOTO NTS EXISTING IRRIGATION SOURCE (1 Z' PVC) Et CONTROLLER IN MECH ROOM CANOPY COLUMNS- SEE ARCH CONCRETE- SEE CIVIL FREESTANDING LIMESTONE WALL- SEE 2/1-101 SAWCUT EXISTING CONCRETE WALK STEEL EDGE- SEE 4/L101 TURFGRASS SOD- SEE L300 STEEL EDGE- SEE 4/1-101 FREESTANDING LIMESTONE WALL- SEE 2/1-101 PLAYGROUND FENCE Et GATE- BY OTHERS 1. ALL TURFGRASS SHALL BE IRRIGATED STOOP- SEE ARCH CONCRETE- SEE CIVIL STOOP- SEE ARCH APPROXIMATE IRRIGATION LIMITS Revisions No. Date Description CUP & SITE PLAN REVIEW -NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Signed: Name: James R. Robin Date: 1.30.2009 License No. 12207 Date: 01130/2009 PIC / AIC: Drawn By: CS Checked By: JR Document Phase: CD Comm. No.: 06-0045 Project Title Westwood Community Church - Phase II Addition Sheet Title SITE LAYOUT PLAN Sheet Number L101 7of12 Copyright © 2199by Cunirgb mGaup NCM m,PA(Nl Rights Reserved) TREE PROTECTION NTS TREES WITH BE REJECTED FOR THE FOLLOWING REASONS: -POOR FORM -DAMAGED TRUNK -BURIED ROOT FLARES -ENCIRCLING TRANSPORT ROOTS -UNCONSOLIDATED ROOTBALL SOIL (DUE TO EXCESSIVE HANDLING) AFTER INSTALLATION, TRIM OUT DEADWOOD AND/OR DEFORMED TWIGS. DO NOT CUT LEADER. STAKES AND GUY WIRES - SEE NOTES BELOW FLARE, SET AT 1"-2" ABOVE SURROUNDING GRADE. SEE NOTE ABOVE DISH PLANTING PIT. SCARIFY BOTTOM AND SIDES OF PIT ID UNDISTURBED SOIL OR I Ill-_ I I I COMPACTED SUBGRADE Psi NOTES: 1) ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCING SHALL BE INSTALLED ACCORDING TO THE PLANS PRIOR TO ANY DEMOLITION. AFTER DEMOLITION OR AS NECESSARY, TREE PROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. ALL TREE PROTECTION FENCING AND EROSION CONTROL DEVICES SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD 2) CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY VEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION. 3) THE CONTRACTOR SHALL CLEANLY CUT ALL ROOTS EXPOSED BY GRADING AS DIRECTED BY THE LANDSCAPE ARCHr­EC r. 4) THE CONTRACTOR SHALL USE DESIGNATED CONSTRUCTION ENTRANCES AND STAGING AREAS DRIPLINE VARIES. SET FENCE 6' OUTSIDE DRIPLINE. POSTS: 7 U -CHANNEL 1.12 UBS/FOOT STRENGTH PAINTED OR GALVANIZED FENCE: MEET OR EXCEED Mn/DOT 2572.213 (2000)(it TREE PROTECTION FENCING: 472" WOOD SNOW FENCING OR CONSTRUCTION GRADE CHAIN LINK. FASTEN TO POSTS WITH GALVANIZED WIRE TIES -PAN VIEW se 101� � NOTES: 1) CONTRACTOR SHALL LOCATE WITH PIN THE ROOT FLARE OF EACH TREE PRIOR TO DIGGING THE PLANTING PIT. (THE FLARE IS THE TRANSITION ZONE BETWEEN THE MAIN STEM AND THE ROOT SYSTEM.) 2) REMOVE SOIL FROM TOP OF RGOTBALL TO EXPOSE TOP OF FLARE. TREES WITH MORE THAN 2" OF EXCESS SOIL ABOVE THE FLARE WILL BE REJECTED. MEASURE DISTANCE BETWEEN FLARE AND BOTTOM OF ROOTBALL. SUBTRACT 10% TO DETERMINE DEPTH OF PLANTING PIT. 3) DIG PIT TO DEPTH DETERMINED ABOVE. PIT SHALL BE DISHED WITH SIDEWALLS AS SHOWN BELOW. SCARIFY WALLS AND BOTTOM OF PIT. N 4.) SET TREE IN PIT SO THAT FLARE 15 ONE-TWO INCHES ABOVE SURROUNDING GRADE. 5) IN ALL AREAS WITH HEAVY CLAY OR POORLY DRAINED SOILS (MOTTLING), CONTACT LANDSCAPE ARCHITECT. TREE MAY BE RELOCATED OR ROOTBALL FURTHER ELEVATED. RODENT TRUNK PROTECTION: CORRUGATED POLYETHYENE DRAINAGE PIPE SLIT VERTICALLY OR 1 /P' HARDWIRE -CLOTH MESH CYLINDER. DIMENSIONS: 4" DIAMETER (OR GREATER) X 36" HGT. SEE SPECIFICATION SHREDDED HARDWOOD MULCH ­VDEPTH X 5 FT DIAMETER PULL AWAY FROM TRUNK OF TREE BACKFILL WITH 1/2 NATIVE SOILS AND 1 /2 PLANTING SOIL. MIX THOROUGHLY. SEE SPEC. AFTER SETTING ROOT BALL IN PIT, BACKFILL TO WITHIN 12" OF TOP OF ROOTBALL AND SATURATE WITH WATER. -CUT AND REMOVE TO BACKFILL LINE ALL TWINE, WIRE AND/OR BURLAP. -BACKFILL UNTIL PIT IS FULL, WATER AGAIN. LANDSCAPE CONTRACTOR SHALL SCHEDULE INSPECTION BY THE LANDSCAPE ARCHITECT 48 31 I�I11=111=1 HOURS PRIOR TO PLACING MULCH AROUND THE TREE PLANTINGS. STAKING: PULL MULCH AWAY FROM ALL GUY ASSEMBLY NOT MANDATORY BUT, CONTRACTOR SHALL MAINTAIN TREE IN A watering, cultivating, mulching, pruning and removal or dead mateHat, and PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD. Acer socharrum ........... ........... TRIM BROKEN a DEAD STEMS ONLY. GUY ASSEMBLY; 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE 120 DEG' STRIP- (TYP.) DOUBLE STRAND 14 CA WIRE a 3 STEEL STAKES OR SIGN POSTS @ LAWNS 170 DEG. O.C. (SEE STAKING DIAGRAM). 2" SHREDDED HARDWOOD MULCH. NOTES: 1. LOCATE FLARE OF TRUNK PRIOR TO EXCAVATING PLANTING PIT. REMOVE ROOTBALL SOIL TO EYPOSE TOP OF FLARE. 2 AFTER SETTING ROOTBALL IN PLANTING PIT, REMOVE ALL NON-BIODEGRABLE WRAP MATERIAL AND/OR CORD. BACKFILL PIT TO 12 DEPTH AND WATER THOROUGHLY. CUT AND REMOVE AT MINIMUM TOP 1 OF BURLAP AND TWINE. COMPLETE BACKFILLING 3 AND WATER UNTIL SATURATED. MULCH TO 4" DEPTH ON DAY OF PLANTING. 3. GUY ASSEMBLY 15 OPTIONAL, HOWEVER CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR MAINTAINING TREE IN UPRIGHT POSITION FOR THE DURATION OF THE GUARANTEE PERIOD. 4. AFTER INSTALLATION, TRIM OUT DEAD OR DEFORMED MATERIAL. DO NOT PRUNE CENTRAL LEADER. OPTIONAL -GUY WIRES SHALL BE 8". DIA. GALV. STEEL CABLE. WIRES SHALL ATTACH TO 2" WIDE MIN. NYLON MESH SLINGS AROUND TREE TRUNK. SLINGS SHALL BE PLACED A MIN. OF J UP TRUNK OF TREE. 120 DEG. COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND 120 DEG. STAKES. PLANTING SOIL. SEE SPEC. SOD STAKING DIAGRAM DIAMETE POTS TO BE I DECIDUOUS TREE PLANTING DETAIL NTS NTS PRUNE TRIM BROKEN IS: DEAD STEMS ONLY PULL MULCH AWAY FROM ALL STEMS TO PREVENT ROTTING. 3" SHREDDED HARDWOOD MULCH FINISHED GRADE PLANTING SOIL. SEE SPEC. SCARIFFY BOTTOM AND SIDES OF PLANTING HOLE. COMPACTED SETTING BED USE PLANTING SOIL. UNDISTURBED NATIVE SOILS 0 DECIDUOUS SHRUB PLANTING DETAIL NTS EXISTING SWAMP WHITE OAK TO REMAIN 6 SCOTCH PINE EXISTING TREES III T "IN U11111I 3 SUGAR MAPLES WITH EXTENDED PLANT PIT PREPARATION RELOCATE 2 DECIDUOUS TREES FROM THIS AREA PRIOR TO CONSTRUCTION 38 BROADMOOR JUNIPER IN PREPARED BEDS WITH MUCLH AND EDGE AT GRASS SCOTCH PINE EVENT TENT AREA Revisions No. Date Description CUP & SITE PLAN REVIEW -NOT FOR CONSTRUCTION I hereby certify that this plan, specification, RIVER BIRCH CLUMP or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Signed: Name: James Robin Date: 1.30.2009 License No. 12207 RIVER BIRCH CLUMP Date: 0113012009 7 QUAKING ASPEN PIC/AIC: 24 DWARF BUSH HONEYSUCKLE Drawn By: CS J 3 QUAKING ASPEN Checked By: JR Document Phase: CD Comm. No.: 06-0045 PULL MULCH AWAY FROM ALL PLANTING NOTES watering, cultivating, mulching, pruning and removal or dead mateHat, and STEMS TO PREVENT ROTTING. Acer socharrum ........... ........... TRIM BROKEN a DEAD STEMS ONLY. General contractor shall minimize disturbance and 1. All quantities, shapes of beds and Locations shall be verified and SPACE PLANTS ACCORDING TO PLANT SCHEDULE. LAWNS keeping the plants in a plumb position. After acceptance, the Owner shalt 2" SHREDDED HARDWOOD MULCH. NOTES: 1. LOCATE FLARE OF TRUNK PRIOR TO EXCAVATING PLANTING PIT. REMOVE ROOTBALL SOIL TO EYPOSE TOP OF FLARE. 2 AFTER SETTING ROOTBALL IN PLANTING PIT, REMOVE ALL NON-BIODEGRABLE WRAP MATERIAL AND/OR CORD. BACKFILL PIT TO 12 DEPTH AND WATER THOROUGHLY. CUT AND REMOVE AT MINIMUM TOP 1 OF BURLAP AND TWINE. COMPLETE BACKFILLING 3 AND WATER UNTIL SATURATED. MULCH TO 4" DEPTH ON DAY OF PLANTING. 3. GUY ASSEMBLY 15 OPTIONAL, HOWEVER CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR MAINTAINING TREE IN UPRIGHT POSITION FOR THE DURATION OF THE GUARANTEE PERIOD. 4. AFTER INSTALLATION, TRIM OUT DEAD OR DEFORMED MATERIAL. DO NOT PRUNE CENTRAL LEADER. OPTIONAL -GUY WIRES SHALL BE 8". DIA. GALV. STEEL CABLE. WIRES SHALL ATTACH TO 2" WIDE MIN. NYLON MESH SLINGS AROUND TREE TRUNK. SLINGS SHALL BE PLACED A MIN. OF J UP TRUNK OF TREE. compaction in areas to be landscaped by defining construction access, storage areas and parking. Contractor shalt avoid unnecessary activity in perimeter areas. To reduce compaction in areas to be landscaped the contractor may elect to place and maintain (for the duration of construction)a 12 inch depth of composted vegetable matter (wood chips, shredded hardwood mulch, hay) In all proposed landscape areas, fracture any and all PULL AWAY FROM STEMS OF PLANTS. Evergreen BEtB: April 11- May 15 +/- Aug. 21 - Sept. 15 Note: The Contractor may elect to plant in the off -seasons enti rely at his/her risk. 13. Planting soil for tree and shrub pits: By volume, mix 1/2 native soils with 1/2 imported planting soils. See specs. 14. Planting soil for shrub and perennial beds. Thoroughly mixed in equal parts by volume -1 /3 amended topsoil, 1/3 washed sand, 1/3 peat or organic compost. See specs. 15. Fracture all, compacted soils. See Soil Decompaction Notes 16. Irrigation system, if specified, shalt be fulty operational and tested at the time of planting. During first season, contractor shall monitor moisture conditions and adjust irrigation as needed to avoid over and under watering of plant materials during establishment. QUAN. I 2300:SY 3000:SY 'PERENNIAL IQUAN. 290O.square PERENNIALS QUAN. 57 PLANTING SOIL. SEE SPEC. SOD SEED AND STRAW MULCH ...... ........ ....... ........ AND SHRUB BEDS SCARIFY BOTTOM AND SIDES feet of 12" deep garden mix (1:1:1) with 2" fine shredded hardwood bark mulch and drain tile' E X17 OF PLANTING HOLE. ........ CREATE A 2*'HGT. SETTING BED USING COMMON NAME SIZE SPACING COMMENTS PLANTING SOIL. SEE SPEC. JDA. OF POT TO BE PLANTED. UNDISTURBED NATIVE SOILS. PERENNIAL PLANTING DETAIL NTS PRUNE TRIM BROKEN IS: DEAD STEMS ONLY PULL MULCH AWAY FROM ALL STEMS TO PREVENT ROTTING. 3" SHREDDED HARDWOOD MULCH FINISHED GRADE PLANTING SOIL. SEE SPEC. SCARIFFY BOTTOM AND SIDES OF PLANTING HOLE. COMPACTED SETTING BED USE PLANTING SOIL. UNDISTURBED NATIVE SOILS 0 DECIDUOUS SHRUB PLANTING DETAIL NTS EXISTING SWAMP WHITE OAK TO REMAIN 6 SCOTCH PINE EXISTING TREES III T "IN U11111I 3 SUGAR MAPLES WITH EXTENDED PLANT PIT PREPARATION RELOCATE 2 DECIDUOUS TREES FROM THIS AREA PRIOR TO CONSTRUCTION 38 BROADMOOR JUNIPER IN PREPARED BEDS WITH MUCLH AND EDGE AT GRASS SCOTCH PINE EVENT TENT AREA Revisions No. Date Description CUP & SITE PLAN REVIEW -NOT FOR CONSTRUCTION I hereby certify that this plan, specification, RIVER BIRCH CLUMP or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Signed: Name: James Robin Date: 1.30.2009 License No. 12207 RIVER BIRCH CLUMP Date: 0113012009 7 QUAKING ASPEN PIC/AIC: 24 DWARF BUSH HONEYSUCKLE Drawn By: CS J 3 QUAKING ASPEN Checked By: JR Document Phase: CD Comm. No.: 06-0045 PLANTING PIT SHALL BE TWICE THE SOIL DECOMPACTION NOTES PLANTING NOTES watering, cultivating, mulching, pruning and removal or dead mateHat, and PLANT SCHEDULE Acer socharrum ........... ........... General contractor shall minimize disturbance and 1. All quantities, shapes of beds and Locations shall be verified and Evergreen potted plants: April 1- May 15 +/- Aug. 21 -Oct. I LAWNS keeping the plants in a plumb position. After acceptance, the Owner shalt 3 NOTES: 1. LOCATE FLARE OF TRUNK PRIOR TO EXCAVATING PLANTING PIT. REMOVE ROOTBALL SOIL TO EYPOSE TOP OF FLARE. 2 AFTER SETTING ROOTBALL IN PLANTING PIT, REMOVE ALL NON-BIODEGRABLE WRAP MATERIAL AND/OR CORD. BACKFILL PIT TO 12 DEPTH AND WATER THOROUGHLY. CUT AND REMOVE AT MINIMUM TOP 1 OF BURLAP AND TWINE. COMPLETE BACKFILLING 3 AND WATER UNTIL SATURATED. MULCH TO 4" DEPTH ON DAY OF PLANTING. 3. GUY ASSEMBLY 15 OPTIONAL, HOWEVER CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR MAINTAINING TREE IN UPRIGHT POSITION FOR THE DURATION OF THE GUARANTEE PERIOD. 4. AFTER INSTALLATION, TRIM OUT DEAD OR DEFORMED MATERIAL. DO NOT PRUNE CENTRAL LEADER. OPTIONAL -GUY WIRES SHALL BE 8". DIA. GALV. STEEL CABLE. WIRES SHALL ATTACH TO 2" WIDE MIN. NYLON MESH SLINGS AROUND TREE TRUNK. SLINGS SHALL BE PLACED A MIN. OF J UP TRUNK OF TREE. compaction in areas to be landscaped by defining construction access, storage areas and parking. Contractor shalt avoid unnecessary activity in perimeter areas. To reduce compaction in areas to be landscaped the contractor may elect to place and maintain (for the duration of construction)a 12 inch depth of composted vegetable matter (wood chips, shredded hardwood mulch, hay) In all proposed landscape areas, fracture any and all adjusted as required to conform to the exact conditions of the site. Review with landscape architect prior to digging. 2. Locate all utilities, including irrigation lines, with the Owner. Notify the Landscape Architect of any conflicts to facilitate plant relocation. contractor shall be responsible for the repair of any damages to same. 3. The Contractor shall be responsible for complying with all applicable codes, regulations and permits governing the work. 4. The Contractor shalt be responsible for all mulches and planting soit quantities to complete the work shown on the plan. Verify all quantities shown on the plant schedule. 5. The Contractor shalt remove from the site all sod/turf which has been removed for new plant beds. Long-term storage of materials or supplies on-site will not be allowed., Any plant stock not planted on day of delivery Evergreen BEtB: April 11- May 15 +/- Aug. 21 - Sept. 15 Note: The Contractor may elect to plant in the off -seasons enti rely at his/her risk. 13. Planting soil for tree and shrub pits: By volume, mix 1/2 native soils with 1/2 imported planting soils. See specs. 14. Planting soil for shrub and perennial beds. Thoroughly mixed in equal parts by volume -1 /3 amended topsoil, 1/3 washed sand, 1/3 peat or organic compost. See specs. 15. Fracture all, compacted soils. See Soil Decompaction Notes 16. Irrigation system, if specified, shalt be fulty operational and tested at the time of planting. During first season, contractor shall monitor moisture conditions and adjust irrigation as needed to avoid over and under watering of plant materials during establishment. QUAN. I 2300:SY 3000:SY 'PERENNIAL IQUAN. 290O.square PERENNIALS QUAN. 57 SOD SEED AND STRAW MULCH ...... ........ ....... ........ AND SHRUB BEDS EXISTING NATIVE SOILS feet of 12" deep garden mix (1:1:1) with 2" fine shredded hardwood bark mulch and drain tile' 11. ALL plants shall be guaranteed for one year unless otherwise specified. ...... ........ BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS #10 container Colamagrostis x acuffflona 'Karl Foerster' FEATHER REED GRASS, 'KARL FOERSTER' #1 CONT. 24" lowner's plar Mixed perennials The guarantee shalt cover the full cost of replacement, including labor and #1 CONT. 18" lowner's Mar GUY WIRES SHALL BE SET INTO GROUND WITH DUCK -BILL EARTH ANCHOR OR APPROVED EQUAL. 4" SHREDDED HARDWOOD MULCH ....... ... .... ... compacted soils to the depth of compaction. This may require the use of jack hammers, excavation and pulverizing, ripping in several directions with a chisel plow or frost ripper. After fracturing, apply any necessary soil amendments such organic matter or ph modifying agents. RototitL the fractured soil twice, in two perpendicular directions to a depth of 24". Avoid and protect underground utilities. shall be heeled in and watered until installation. Plants not maintained in this manner will be rejected. 6. The Contractor shall keep pavements, planters and buildings clean and unstained. ALL waste shalt be promptly removed from the site. Any damage to existing facilities shalt be repaired at the Contractor's expense. 7. The plan takes precedence over the plant schedule if discrepencies exist. The specifications take precedence over the planting notes and general notes. 8. Amend pH of bed with Iron Sulfate. 9. No substitutions of plant materials shall be accepted unless approved in writing by the landscape architect. 17. Mulch: Double shredded hardwood mulch- clean and free of noxious weeds, soil, and other deleterious material. Use for all tree plantings and over all planting beds for shrubs and perennials. Deliver mulch on planting day and mulch all material within 24 hours of installation. Use the following depths: 4 inches for trees, 3 inches for shrubs, 2 inches for perennials. PULL MULCH AWAY FROM THE TRUNKS AND STEMS OF ALL PLANT MATERIAL. k is 18. Maintenance shalt begin immediately after each portion of the wor in place. Plant materials shall be protected and maintained until the installation of all plants is complete, inspection has been made and the planting accepted, exclusive of the guarantee. Maintenance shall include 225 .SHRUBS QUAN. 48 38 55 TREES QUAN. BOTANIC NAME COMMON NAME SIZE SPACING ICOMMENTS Diervilla lonicera Bushhoneysuckle, Dwarf #2 CONT. Juniperus sabina 'Broadmoor' JUNIPER,'BROADMOOR' #5 CONT. Rhus aromatica 'Gro -Low' SUMAC,'GRO-LOW' #2 CONT. ....... . BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS It� e�tw�ll MCI ;-Nf� ��AKI+6A+MMIM& HALL C GAD AAADIC 2 YCAL BB PLANTING PIT SHALL BE TWICE THE 10. ALL planting stock shalt conform to the'American Standard for Nursery watering, cultivating, mulching, pruning and removal or dead mateHat, and 5 Acer socharrum V WIDTH OF THE ROOTBALL. SCARIFY SIDES OF14' PLANTING PIT. Grade soils to finish grades and protect from Stock' ANSI, latest edition, of the American Association of Nurserymen, Inc. keeping the plants in a plumb position. After acceptance, the Owner shalt 3 Betula Nigro RIVER BIRCH CLUMP HtB B 3 STEMS EXISTING NATIVE SOILS compaction until landscape area is planted. In all 11. ALL plants shall be guaranteed for one year unless otherwise specified. assume maintenance responsibilities. The Contractor shall maintain all 20 Populus fremuloides QUAKING ASPEN #10 container areas where paving abuts Landscape areas, the finish The guarantee shalt cover the full cost of replacement, including labor and materials in a plumb position for the duration of the guarantee period. 9 Pinus sylvestris SCOTCH PINE 6' HT 913 CONIFEROUS TREE PLANTING DETAIL grade of the landscape area shall be set 11%2" below plants. 19. The Contractor shall request in writing a final acceptance inspection. 4 Picea giouca densafa BLACK HILLS SPRUCE 6' HT BB the downhill ed a of the avis to allow runoff to 12. Seasons/Time of Planting: 20. Geotextile fabric shalt not be used under mulch. Shrub and perennial It� e�tw�ll MCI ;-Nf� ��AKI+6A+MMIM& HALL ............. I'll, . ........ BEUNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT NTS 5 v 5 HU sheet onto adjacent landscape areas. Deciduous potted plants: April 1- June 1 +/- Aug. 21 - Nov. 1 bed shall have spaded edges unless ptans indicate otherwise. .......... Deciduous BEtB: April 1 - June 1 +/- Aug.211- Nov. 1 Project Title Westwood Community Church - Phase 11 Addition Sheet Title PLANTING PLAN Sheet Number L300 8 of 12 CDPOON @ 2009 by Cuninnam GmupNbhR m, P.A. (All Rights Reserved) M.1 M.2 B A L2 L.1 1x6 TRIM (TYP) 1 x4 TRIM @ 1'-0"o.c. 1 x4 TRIM @ 4'-0"o.c. Top of Precast - — - �W CWP-� 1 J 1 023' 3" Upper Level I C__�_�_� 1021- y.. W MWP-2�—_---- ❑o n 0000000 0000 n TRIM �,—�! �EIEI �E�I �❑❑� �— 1x4 2,-0„o.a. — - — -- —,— — LIE]� BUILDING LIGHTING DD + ? yy Main Level w STN 1006'3 Pg'i CEDAR TRELLIS MEMBER — 5 _ ” 1 81� t :Sl �.t- r J' rv.:' T i'. <• P: i' a.t R e.t. STEEL SUPPORT MEMBER \'}.1 CEDAR CLAD STEEL \ COLUMN — t to — — - — STONE BASE `i Lower Level —III III -1 �= III III -1 I III -=III 991' -9" Link - East Elevation 1/8" =1'-0" P 1 x6 TRIM (TYP) 1x4 TRIM @ 1'-0'o.c. 1x4 TRIM @ 4'-0"o.c. 1x4 TRIM @ 2'-0"o.c. Link - South 118" =1' 0" Precast )E1 023' - 3" 1021'-9" CEDAR TRELLIS MEMBER STEEL SUPPORT MEMBER Bin Level 1006'- 9" CEDAR CLAD STEEL COLUMN STONE BASE ver Leve_ I� 991' - 9" L.1 L.2 A B C Link - West Elevation 1/8" = T-0" W I STN -1 W I MWP-2 of Precast 1023'- 3" I 00 Main Level loos' -s' I I Lower Level 11 991' - 9" 1x6 TRIM (TYP) 1x4 TRIM @ 1'-0"o.c. 1x4 TRIM @ 4'-0"o.c. 1x4 TRIM @ 2-0"o.c. TRIM TO MATCH RAIN LEADER Multi Purpose - West Elevation 1/8" =1'-0" j' w I CwP-z I,Ii11111-LII Lower Leve_ i, 991 - 9 Multi Purpose - South Elevation 1/81, =1'-0" M.0 Multi Purpose - North Elevation 1/8" =1 0" R I ASP -1 W I STN -1 top of Precast 1023 - 3" Main Level 1006 - 9' Lower Level 991' - 9' M=II 1x6 TRIM (TYP) 1x4 TRIM @ 1'-0"o.c 1x4 TRIM @ 4'-0"o.c. Top of Precast 1023 - 3" 1x4 TRIM @ 2'-0"o.c. TRIM TO MATCH 0 N%41: CUNINGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. SE Suite 325 Minneapolis MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant Revisions No. Date Description CONDITIONAL USE PERMIT AND SITE PLAN REVIEW - NOT FOR CONSTRUCTION I hereby certify that this plan,pecification, or report waspremed by me �r under my direr suoervisio at I am my Licensed Name: Brian Tempas License No.: 20316 If Date: 01/30/2009 PIC I AIC: B TEMPAS Drawn By: CAS Checked By: CAS Document Phase: DD Comm. No.: 06-0045 Project Title Westwood Community Church - Phase II Addition RAIN LEADER Main Level � Sheet Title 006=9, Exterior Elevations -- Lower Level 99r - 9' Sheet Number A300 9of12 Copyright © 2009 by Cuninghom Group ArehiteOum, PA,(AIlFights Reserred) I M.4 L.3 1 M2 1 M.1 Multi Purpose - East Elevation 1/8" =1'-0" 12" MEMBER @ EA COLUMN 6" MEMBER @ 2-0" ox, 12" STEEL MEMBER Entry Trellis East Elevation ower Level ssr - s° Of Footing I T TRIM TO MATCH i Education - North Elevation RI ASP -1 of Precast 1023' - 3" � I Education - West 1/8-P =1'-0" W I STN -1 CONTROL JOINT (TYP) 1 1 T 1x4 TRIM @ 1'-0"o.c. 1X6 TRIM (TYP) RAIN LEADER 1x4 TRIM @ 4'-0"o.c. 1x4 TRIM @ 2'-0"o.c. BUILDING LIGHTING (TYP) I w I MWP-1 W I STN -1 Precast 1023 E.6 E.5 E.4 E.3 E.2 E.1 E,g E.0 E.D E.E W CWP -2 Education - East Elevation 1/8" = r 0" 1x6 TRIM (TYP) 1x4 TRIM @ 1'-0"o.c. 1x4 TRIM @ 4'-0"o.c. 1 x4 TRIM @ 2-0"o.c. Top of Precast 1023' - 3" BUILDING LIGHTING Main Level mos' Lower Level 99r - 9° CONTROL JOINT (TYP) Education - South Elevation Top of Precast 1023'- 3" TRIM TO MATCH Main Level 1006'- 9" Lower Level ssr-s" p Of Footing 988' 5" V 0 `tee CUNINGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. SE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant Revisions No. Date Description CONDITIONAL USE PERMIT AND SITE PLAN REVIEW - NOT FOR CONSTRUCTION I hereby certify that this plan, s cification, or report was prep d by me o nder my direr supervision 1 am ly Licensed Architect a s gilliffie state of Name: Brian Tempas License No.: 20318 Date: 01/30/2009 PIC / AIC: i Drawn By: MDG Checked By: CAS Document Phase: i Comm. No.: 06-0045 _ L -- J W CWP -2 Education - East Elevation 1/8" = r 0" 1x6 TRIM (TYP) 1x4 TRIM @ 1'-0"o.c. 1x4 TRIM @ 4'-0"o.c. 1 x4 TRIM @ 2-0"o.c. Top of Precast 1023' - 3" BUILDING LIGHTING Main Level mos' Lower Level 99r - 9° CONTROL JOINT (TYP) Education - South Elevation Top of Precast 1023'- 3" TRIM TO MATCH Main Level 1006'- 9" Lower Level ssr-s" p Of Footing 988' 5" V 0 `tee CUNINGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. SE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant Revisions No. Date Description CONDITIONAL USE PERMIT AND SITE PLAN REVIEW - NOT FOR CONSTRUCTION I hereby certify that this plan, s cification, or report was prep d by me o nder my direr supervision 1 am ly Licensed Architect a s gilliffie state of Name: Brian Tempas License No.: 20318 Date: 01/30/2009 PIC / AIC: B TEMPAS Drawn By: MDG Checked By: CAS Document Phase: DD Comm. No.: 06-0045 Project Title Westwood Community Church - Phase II Addition Sheet Title Exterior Elevations Sheet Number A30 1 10 of 12 Copyright © 2008 by Cuninghem GrotgArchbctum, PA iAII Rights Reserved) I`nff � CUNINGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. BE Suite 325 Minneapolis, MN 55414 Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com Consultant K "+&NAGA � 870 NEST WIMIY ROAD B Sr. PAIN, "ESM 887134527 Td. (851) 771-M Fa (651) 771-M E-md Wftl-w4mm Revisions No. Date Description CUP AND SITE PLAN REVIEW Date: 01/30/2009 PIC / AIC: Drawn By: R. BODNAR Checked By: D. SHAMBOUR Document Phase: DD Comm. No.: 08.130.00 Project Title Westwood Community Church - Phase II Addition Sheet Title Site Plan Sheet Number E001 11 of 12 UpyNM LCi Mby C....ghem Croup Nrhi ,, PA (NI N%Rmervred) N 1j CUNINGHAM G R O U P Cuningham Group Architecture, P.A. St. Anthony Main 201 Main St. BE Suite 325 E.2 + Minneapolis, MN _ 55414 y Tel: 612 379 3400 Fax: 612 379 4400 www.cuningham.com LOWER 7 i�/Qi i glr1L TING PUN NORTH 1/8/8'�1�'--OLS LG1PsL LllTIl1111� r/t81! Consultant - 970 Ri41 01XM ROAD e --'" St. ML W#MA 55113-4527 Td. (551) 771-0550 Fax 651 771 -OM E -mal MIMI-e*com ,t Revisions No. Date Description CUP AND SITE PLAN REVIEW Date: 01/30/2009 PIC / AIC: Drawn By: R. BODNAR Checked By: D. SHAMBOUR Document Phase: DD Comm. No.: 08430.00 Project Title Westwood Community Church - Phase II Addition Sheet Title Lower Level Lighting Plan Sheet Number E201 12 of 12 Capyngm © MB by Cuningham Coup a mil m, PA(All Rigors Ra° ) Survey for: WESTWOOD COMMUNITY CHURCH �L f J J ` ^ V '1A •J r N87'00'49"W L- rn it L RC U I A 822.99 � ` Qy M "69 „W 8 , „W J I w 1 \ 00 ap \ o a -J \ ( N10'46'16"E0.62 62 \ \\3858 \ \ rn C J, N> 8338\3877'/9., / 13j926' \� A 0 4$6'30 \ 3 �J \ /ry < /�• \ I \ I6 T q BYO \� Nf fro en �✓� N6942, \131, V � as 3p kcepT 1.1¢ .ham \ 9 o r, T1 J 1 I /21, / 3 io c t , 1 11 / 1 p L/ ' 3 / � O r_ 4-5 N QL /v Al mt. / POINT Bco P) clq:n O o 1 C\ 3 40 \ 27'101s f \ J O N I _ I \ \V/ C 1u Y 40 1\ 10847 Fi _ c L 4C (� / 40 r I � O \ C7 J 1�C1 N kQ \ O \ 38, 4�-- \ \ \ \ N89'43'07"W 385± \\ P Z J/ Q 7 \ LLJ z -J zC ^ G \ W - - -- S LINE OF GOVT. LOT 8, SEC. 8- '--Q---- - i - - --- - -- N89'40'46"E 1756± J 11S, 1g 1v / I rhe (J, l � � I fury �O. i I 466' 0 n� I LEGEND A \I = CONCRETE ®= CATCH BASIN OO = CASTIRON MONUMENT = GRAVEL 0 = ELECTRIC BOX - BITUMINOUS o = FENCE CORNER CULVERT ® = FLARED END SECTION = TREE LINE = FLAG POLE STORM SEWER LINE W- HYDRANT - i i = SANITARY SEWER LINE 0 = FOUND IRON PIPE 0 = MANHOLE OTHER THAN SANITARY OR STORM -I i =WATER LINE oh -oh -oh- OVERHEAD UTILITY LINES -r-= UTILITY POLE O = SANITARY OR STORM MANHOLE ** ** X X X = FENCE TB TELEPHONE = BOX O =TELEVISION BOX = TEST HOLE •( ®FI ®�IIN tl�®F3 �I� PA 2492 Enterprise Drive Mendota Heights, MN 55120 T FAX:681-9488 uvo wvwms• urmscrr[,wamEcrs 62511lighway910 NE. ' Blaine, MN 55434 (612) 783-1880 FAX:783-1883 11S, 1g 1v / I rhe (J, l � � I fury �O. i I 466' 0 22'15„W 7 --R N .1 OUJI u_ 0- 0 6; 067 Of 3 o w Z N (v • 3 " A 3 0 w �Q Ar A 4 02 9 ? _.Y /1 C 5 I - %i a A O fl "s / c'':-<:x;''i'( A 000 vwo to1%r ( ( r "I `` l �_ \zz_-_-_- \ 0 H.IJI \ 1950 ¢ a� m ga \\ : 1 \ A l aR RE -S 0 Ui LL I Q Y /1yy �S7),F s " \\.\�, \'mss 0 M `r �,X>R 340pp 00• �. 04 \\ \ �� L -1J ' 64.1550 ) (D (D / f, / 00 /ti J - / Z !� //A cwaa > / T G - ^\ I ` s •� L - ti2j�8 so3s 43. �6 LJ 1Q L 1 li N43. 43f � 32jo OM�AF' i 1' s 5 0M 1^ �aF, /� LLT w a so e• 1"0%j - s 6 a M m J S h y nLD � <9 20 H1 83. s 09N �� �< 5 / z �'S58 Q( p{, /611P29.3g P\�Sp 9 m� ZZ < N w m 39i SOa 27.63 "> 31N5 B74•f1 f /OQ(i0 4 Q 34 / 'L 1 - k N06-55' LLI t0 ZNZo. 'ar N6�/ `\ 28`\\� 1 21"E U_ I n N N i �Ne,g' / \\ S22-52' 26.31 o- Z `> 30-91 .45"W -6-�S959 u O A v'( a oN��:ptno ` \\� \,I'/ w F, 18.94 %5832751-W 98.79 8739.09•)1, �{9•Q \ r I \I vsca0 N 0 \ of p9 'N25'52'29"W 1` QS \ ,n X /-�8y �<O� (fL+�L�� ` V) N2gD4 X398 �! 1 060g48W �oyl mk -,ri 40.00 \3�w /n'`00r°ho' �i�.3 1q% \ (0 I 2 \�\ 16.97f \t4'�'l r/'- " 1 /�rlO N3693.13"-���Fj.9j 3 PSE �I / �h 1,3' H \ V N04'O5'20'E �t tL Jv 83.12/>a / /ry'1 g�iv N o \ Sg2 1 \� o /a°o^h/� �56tiy sso N �� N O ;v1i r� oI z `' "�a� h 1 1'�� ^ /�/ 0�2 ' �C^�t11�0LLJ I- zl / i JI I� PGoe-t ���• �---�S58g 1 i 2`4`3 (,V J!� 7`\ � 21.83 76• 1 /� 4 1 \ O / 18lk AM ^1 W PG4'�/.6'I�e - 225.90 0 4S` / /S89'40'52"E MEAS. 246.67 / 1 u_O / e Y o+I Iw /n' y Ogiv 3 S89'40'26"E DEED 1- / w U N f� St 8 h e! �nwLIJLWI Z •� 2Qti ) ~� mm i7VJ /hoar • 1 " I w� I 2 I) /- 11 " S89 40 52 E EASN< J 4n/ �e2 pe / / �i� :-1w w� / nn • r n G� n li 26 s p 33.80• !. i I°f r / warn os 3 LL1 48-W Z • / �\ i 15138312 W ./ ff • � SOo7J. / c' 1 1 �I •/ f utP' N� �: A o:a �OC 58932'52"E 1/ 994.42 - \ o O/ i 'loo; G u;$ pp - Jy� / wm An / N89'40'46"E 446.67 - -� - - - - - - 306.43 - - - _ -- - 40.47 -r7 ` - - 234.06 - :. r'I 1i 178 45 �`�- 1 z. 133.00 - - - - - - - - - - - - - - - - - _ _ r / I i �- S84'57'32"W 'T \ rq- `-I- - - - f \ .r 46.52< ' 861.41 I ` 1 I 1� i / �r Jj v -- i i I , I 157.85 a" wn .. "t(1)! s o �PROPOSED ROADWAY AND / Nt •4952"E ♦ \ •.-, �+` ! I I o �� • -__.. w N \ ---DRAINAGE AND UTIUT' EASEMENT -:Z- 1 E\- 6 NroI I , ;� ,1 f� / i I ! n \ »3 / 3pr, I r .• m m 53.40 ' / 1054.74 DEED mmI % m w' ¢M w- ' \ N0821'S3"E �\ am ! ' , ! ! w m q i \\ \ 1054.82 MEAS. t Inv , ! ( I 11 1 I o ad3 I f l i SE q:R' M '(7F 327.59 l i j 248.27 t K DF E 1/ R874046 -E 447.00 --S LINE OF THE NW 1/4 OF THE SW 1/4 OF SEC. 9 _ % 1; / SE CORNER OF GOVT. LOT 8, SEC. 8 N89'32'26"W DEED 1303.09 N89'32 52 W MEAS. } w ; „ w� SECTION 8, TWP. 116, RGE.23 SECTION 9, TWP. 116, RGE.23 I i Iit n\ < n\ SITE I r AA r_ A, J LOCATION MAP NO SCALE 0 50 100 200 GRAPHIC SCALE IN FEET * BEARINGS ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, WHICH IS ASSUMED TO HAVE A BEARING OF NORTH 00'32'39" WEST. * THIS SURVEY DOES NOT PURPORT TO SHOW THE. EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND, EXCEPT AS SHOWN. * THE BOUNDARIES ON THIS SURVEY ARE A COMPILATION OF FOUND MONUMENTATION IN THE FIELD AND INFORMATION OBTAINED FROM SURVEYS PREPARED BY EGAN FIELD AND NOWAK INC. LAST DATED SEPT. 20TH, 2001. LEGAL DESCRIPTION PM 27 OMMITM NT PARCEL 1 That part of the Northwest Quarter of the Southwest Quarter of Section 9. Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Beginning at the Southeast corner of said Northwest Quarter of the Southwest Quarter; thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, a distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet; thence South 89 degrees 09 minutes 03 seconds East a distance of 247.58 feet to the East line of said Northwest Quarter of the Southwest Quarter, thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 129.59 feet to the point of beginning, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. Subject to on easement for driveway purposes over the West 25.00 feet of the East 50.00 feet of the above described property. Carver County. Minnesota Abstract Property PARCEL 2 That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Commencing at the Southeast corner of said Northwest Quarter of the Southwest Quarter thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, a distance of 248.27' then North the 0 degrees 35 minutes a seconds West s distance of West feet to the point of beginning of the land to be described; thence continuing North 0 degrees 35 minutes 13 seconds West a distance of 149.97 feet South 89 degrees 41 minutes 03 seconds East a distance of 246.67 feet to the East line of said Northwest Quarter of the Southwest Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 152.23 feet to the intersection with a line which bears South 89 degrees 09 minutes 03 seconds East from the point of beginning; thence North 89 degrees 09 minutes 03 seconds West a distance of 247.58 feet to the point of beginning. Together with an easement for driveway purposes over the West 25.00 feet of the East 50.00 feet of the following described property" That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Beginning at the Southeast corner of said Northwest Quarter of the Southwest Quarter, thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, a distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet; thence South 89 degrees 09 minutes 03 seconds East a distance of 247.58 feet to the East line of said Northwest Quarter of the Southwest Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 129.59 feet to the point of beginning. PARCEL 3 That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, oil in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet thence e ce South 38 degrees 21 minutes 19 seconds co ds East a distance of 40.00 feet' thence ce North 69 degrees 13 minutes 44 .seconds West a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South degrees mi 9 8 es O5 notes 03 seconds East 9 distance of 38.84 feet' thence h . t e e Nort 89 degrees 43 minutes 07 seconds West about u t feet, to the shoreline of La k e Minnewashta' thence Southerly along said shoreline to the south I'me of said Government Lot 8' thence North 89 degrees s 40 minutes 46 seconds East, along said south line of Government Lot 8 about feet to the southeast comer of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, too Point 24feet Westerly from the Southeast comer of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet' thence South 89 degrees 40 minutes 26 seconds East o distance of 225.90 feet; 9 t, thence North degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 139 degrees OS minutes 22 seconds East a distance of 20.56 feet, to the East line of said Northwest Quarter of the Southwest Quarter, thence North 0 degrees 54 minutes 38 seconds West; along last said East line, a distance of 1046.12 feet to said point of beginning. EXCEPT: (Exception No. 1) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter, thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West o distance of 978.50 fee •thenceeou h g t, South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet' thence South 71 es degrees 39 minutes 6 n i g t 2 seconds East. a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 45 minutes 15 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. ALSO EXCEPT: (Exception No. 2) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds Westadistance of 978.50 feet; thence South 36 degrees 06 minutes 76 seconds West a distance of 16.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to a point hereinafter referred to as Point A", thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet to the point of the beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet: thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.56 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet, to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. ALSO EXCEPT: (Exception No. 3) All of 73MMERMAN FARM 15T ADDITION, according to the recorded plot thereof, including Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: (Exception No. 4) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38. feet' thence h 10 degrees 4 minutes 1 W a e Sout d ees 6 fes 6 seconds est, 9 9 distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North h 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet: thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. ALSO EXCEPT: (Exception No. 5) That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter, thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest comer of said Section 9 a distance of 750.15 feet to i beginning of the Se ) c the pont of beg g land to be described' thence continue North 69 degrees 42 minutes 15 Seconds West a distance of 228.35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly corner of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentotion of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the souther) line of said Field Lane as monumen ed a distance of f 1 1 y t 283.38 feet; thence South 0 degrees 46 minutes 6 seconds West a distance of 40.62 feet: thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 50,84 feet to said point of beginning. Subject to the easement for electric transmission line purposes originally established by the Easement filed for record January 9, 1939, in book 43 of Deeds, page 195, as partially released and limited by the Partial Release of Easement filed for record November 9, 1990 as Carver County Recorder Document No. 119406. WE HEREBY CERTIFY TO WESTWOOD COMMUNITY CHURCH THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDE AWS OF THE STATE OF MINNESOTA, DATED THIS 13TH DAY OF MAY, 2004. SIGNED: NEER ENGINEERI , P. e J Larson, Professional Land Surveyor Minnesota License No. 19828 DWG.#104049501 NJK1 3573 104049 04-129 n� I A \I 22'15„W 7 --R N .1 OUJI u_ 0- 0 6; 067 Of 3 o w Z N (v • 3 " A 3 0 w �Q Ar A 4 02 9 ? _.Y /1 C 5 I - %i a A O fl "s / c'':-<:x;''i'( A 000 vwo to1%r ( ( r "I `` l �_ \zz_-_-_- \ 0 H.IJI \ 1950 ¢ a� m ga \\ : 1 \ A l aR RE -S 0 Ui LL I Q Y /1yy �S7),F s " \\.\�, \'mss 0 M `r �,X>R 340pp 00• �. 04 \\ \ �� L -1J ' 64.1550 ) (D (D / f, / 00 /ti J - / Z !� //A cwaa > / T G - ^\ I ` s •� L - ti2j�8 so3s 43. �6 LJ 1Q L 1 li N43. 43f � 32jo OM�AF' i 1' s 5 0M 1^ �aF, /� LLT w a so e• 1"0%j - s 6 a M m J S h y nLD � <9 20 H1 83. s 09N �� �< 5 / z �'S58 Q( p{, /611P29.3g P\�Sp 9 m� ZZ < N w m 39i SOa 27.63 "> 31N5 B74•f1 f /OQ(i0 4 Q 34 / 'L 1 - k N06-55' LLI t0 ZNZo. 'ar N6�/ `\ 28`\\� 1 21"E U_ I n N N i �Ne,g' / \\ S22-52' 26.31 o- Z `> 30-91 .45"W -6-�S959 u O A v'( a oN��:ptno ` \\� \,I'/ w F, 18.94 %5832751-W 98.79 8739.09•)1, �{9•Q \ r I \I vsca0 N 0 \ of p9 'N25'52'29"W 1` QS \ ,n X /-�8y �<O� (fL+�L�� ` V) N2gD4 X398 �! 1 060g48W �oyl mk -,ri 40.00 \3�w /n'`00r°ho' �i�.3 1q% \ (0 I 2 \�\ 16.97f \t4'�'l r/'- " 1 /�rlO N3693.13"-���Fj.9j 3 PSE �I / �h 1,3' H \ V N04'O5'20'E �t tL Jv 83.12/>a / /ry'1 g�iv N o \ Sg2 1 \� o /a°o^h/� �56tiy sso N �� N O ;v1i r� oI z `' "�a� h 1 1'�� ^ /�/ 0�2 ' �C^�t11�0LLJ I- zl / i JI I� PGoe-t ���• �---�S58g 1 i 2`4`3 (,V J!� 7`\ � 21.83 76• 1 /� 4 1 \ O / 18lk AM ^1 W PG4'�/.6'I�e - 225.90 0 4S` / /S89'40'52"E MEAS. 246.67 / 1 u_O / e Y o+I Iw /n' y Ogiv 3 S89'40'26"E DEED 1- / w U N f� St 8 h e! �nwLIJLWI Z •� 2Qti ) ~� mm i7VJ /hoar • 1 " I w� I 2 I) /- 11 " S89 40 52 E EASN< J 4n/ �e2 pe / / �i� :-1w w� / nn • r n G� n li 26 s p 33.80• !. i I°f r / warn os 3 LL1 48-W Z • / �\ i 15138312 W ./ ff • � SOo7J. / c' 1 1 �I •/ f utP' N� �: A o:a �OC 58932'52"E 1/ 994.42 - \ o O/ i 'loo; G u;$ pp - Jy� / wm An / N89'40'46"E 446.67 - -� - - - - - - 306.43 - - - _ -- - 40.47 -r7 ` - - 234.06 - :. r'I 1i 178 45 �`�- 1 z. 133.00 - - - - - - - - - - - - - - - - - _ _ r / I i �- S84'57'32"W 'T \ rq- `-I- - - - f \ .r 46.52< ' 861.41 I ` 1 I 1� i / �r Jj v -- i i I , I 157.85 a" wn .. "t(1)! s o �PROPOSED ROADWAY AND / Nt •4952"E ♦ \ •.-, �+` ! I I o �� • -__.. w N \ ---DRAINAGE AND UTIUT' EASEMENT -:Z- 1 E\- 6 NroI I , ;� ,1 f� / i I ! n \ »3 / 3pr, I r .• m m 53.40 ' / 1054.74 DEED mmI % m w' ¢M w- ' \ N0821'S3"E �\ am ! ' , ! ! w m q i \\ \ 1054.82 MEAS. t Inv , ! ( I 11 1 I o ad3 I f l i SE q:R' M '(7F 327.59 l i j 248.27 t K DF E 1/ R874046 -E 447.00 --S LINE OF THE NW 1/4 OF THE SW 1/4 OF SEC. 9 _ % 1; / SE CORNER OF GOVT. LOT 8, SEC. 8 N89'32'26"W DEED 1303.09 N89'32 52 W MEAS. } w ; „ w� SECTION 8, TWP. 116, RGE.23 SECTION 9, TWP. 116, RGE.23 I i Iit n\ < n\ SITE I r AA r_ A, J LOCATION MAP NO SCALE 0 50 100 200 GRAPHIC SCALE IN FEET * BEARINGS ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, WHICH IS ASSUMED TO HAVE A BEARING OF NORTH 00'32'39" WEST. * THIS SURVEY DOES NOT PURPORT TO SHOW THE. EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND, EXCEPT AS SHOWN. * THE BOUNDARIES ON THIS SURVEY ARE A COMPILATION OF FOUND MONUMENTATION IN THE FIELD AND INFORMATION OBTAINED FROM SURVEYS PREPARED BY EGAN FIELD AND NOWAK INC. LAST DATED SEPT. 20TH, 2001. LEGAL DESCRIPTION PM 27 OMMITM NT PARCEL 1 That part of the Northwest Quarter of the Southwest Quarter of Section 9. Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Beginning at the Southeast corner of said Northwest Quarter of the Southwest Quarter; thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, a distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet; thence South 89 degrees 09 minutes 03 seconds East a distance of 247.58 feet to the East line of said Northwest Quarter of the Southwest Quarter, thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 129.59 feet to the point of beginning, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. Subject to on easement for driveway purposes over the West 25.00 feet of the East 50.00 feet of the above described property. Carver County. Minnesota Abstract Property PARCEL 2 That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Commencing at the Southeast corner of said Northwest Quarter of the Southwest Quarter thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, a distance of 248.27' then North the 0 degrees 35 minutes a seconds West s distance of West feet to the point of beginning of the land to be described; thence continuing North 0 degrees 35 minutes 13 seconds West a distance of 149.97 feet South 89 degrees 41 minutes 03 seconds East a distance of 246.67 feet to the East line of said Northwest Quarter of the Southwest Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 152.23 feet to the intersection with a line which bears South 89 degrees 09 minutes 03 seconds East from the point of beginning; thence North 89 degrees 09 minutes 03 seconds West a distance of 247.58 feet to the point of beginning. Together with an easement for driveway purposes over the West 25.00 feet of the East 50.00 feet of the following described property" That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Beginning at the Southeast corner of said Northwest Quarter of the Southwest Quarter, thence on an assumed bearing of North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter, a distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet; thence South 89 degrees 09 minutes 03 seconds East a distance of 247.58 feet to the East line of said Northwest Quarter of the Southwest Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 129.59 feet to the point of beginning. PARCEL 3 That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, oil in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet thence e ce South 38 degrees 21 minutes 19 seconds co ds East a distance of 40.00 feet' thence ce North 69 degrees 13 minutes 44 .seconds West a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13 degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South degrees mi 9 8 es O5 notes 03 seconds East 9 distance of 38.84 feet' thence h . t e e Nort 89 degrees 43 minutes 07 seconds West about u t feet, to the shoreline of La k e Minnewashta' thence Southerly along said shoreline to the south I'me of said Government Lot 8' thence North 89 degrees s 40 minutes 46 seconds East, along said south line of Government Lot 8 about feet to the southeast comer of said Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of the Southwest Quarter, a distance of 1054.74 feet, too Point 24feet Westerly from the Southeast comer of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21 feet' thence South 89 degrees 40 minutes 26 seconds East o distance of 225.90 feet; 9 t, thence North degrees 23 minutes 47 seconds West a distance of 17.74 feet; thence North 139 degrees OS minutes 22 seconds East a distance of 20.56 feet, to the East line of said Northwest Quarter of the Southwest Quarter, thence North 0 degrees 54 minutes 38 seconds West; along last said East line, a distance of 1046.12 feet to said point of beginning. EXCEPT: (Exception No. 1) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter, thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West o distance of 978.50 fee •thenceeou h g t, South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 492.43 feet' thence South 71 es degrees 39 minutes 6 n i g t 2 seconds East. a distance of 131.14 feet to the point of beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30 feet; thence North 10 degrees 45 minutes 15 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81 feet to the point of beginning. ALSO EXCEPT: (Exception No. 2) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds Westadistance of 978.50 feet; thence South 36 degrees 06 minutes 76 seconds West a distance of 16.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to a point hereinafter referred to as Point A", thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 115.18 feet to the point of the beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet: thence North 10 degrees 46 minutes 16 seconds East, a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced Point A"; thence North 87 degrees 00 minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.56 feet; thence South 63 degrees 31 minutes 20 seconds East a distance of 1266.35 feet, to the intersection with a line bearing South 26 degrees 28 minutes 40 seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet to the point of beginning. ALSO EXCEPT: (Exception No. 3) All of 73MMERMAN FARM 15T ADDITION, according to the recorded plot thereof, including Lots 1 and 2, Block 1, and the roads dedicated to the public in said plat. ALSO EXCEPT: (Exception No. 4) That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West of the 5th Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes 15 seconds West, assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0 degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38. feet' thence h 10 degrees 4 minutes 1 W a e Sout d ees 6 fes 6 seconds est, 9 9 distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 617.44 feet; thence North h 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet: thence North 69 degrees 42 minutes 15 seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet; thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning. ALSO EXCEPT: (Exception No. 5) That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9), Township One Hundred Sixteen (116) North, Range Twenty Three (23) West of the 5th Principal Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter, thence North 69 degrees 42 minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between the northwest corner and the southwest comer of said Section 9 a distance of 750.15 feet to i beginning of the Se ) c the pont of beg g land to be described' thence continue North 69 degrees 42 minutes 15 Seconds West a distance of 228.35 feet; thence South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly corner of the easterly end of Field Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentotion of the recorded plat thereof; thence South 38 degrees 21 minutes 19 seconds East, along said easterly end of Field Lane, a distance of 40.00 feet to the southerly corner of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West, along the souther) line of said Field Lane as monumen ed a distance of f 1 1 y t 283.38 feet; thence South 0 degrees 46 minutes 6 seconds West a distance of 40.62 feet: thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of 50,84 feet to said point of beginning. Subject to the easement for electric transmission line purposes originally established by the Easement filed for record January 9, 1939, in book 43 of Deeds, page 195, as partially released and limited by the Partial Release of Easement filed for record November 9, 1990 as Carver County Recorder Document No. 119406. WE HEREBY CERTIFY TO WESTWOOD COMMUNITY CHURCH THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDE AWS OF THE STATE OF MINNESOTA, DATED THIS 13TH DAY OF MAY, 2004. SIGNED: NEER ENGINEERI , P. e J Larson, Professional Land Surveyor Minnesota License No. 19828 DWG.#104049501 NJK1 3573 104049 04-129