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CAS-11_M.A. GEDNEY WAREHOUSE EXPANSION"am Non -Scannable Ibem -C Folder Number �� I xacea.ywsense � Folder Name Job Number Box Number by CitV of Chanhassen M.A. Gedney Expansion Site Plan Permit Planning Case 2010-11 Building Inspections Phone: 952.227.1180 On October 11, 2010 the Chanhassen City Council approved a site plan for a Fax: 952.227.1190 warehouse expansion at the M. A. Gedney site. As a part of the conditions of Engineering approval, landscaping was required to be installed according to a landscape plan Phone: 952.227.1160 Prepared by Phillip D. Johnson and approved by the City Council. The City of Fax: 952.2271170 Chanhassen is holding a cash escrow of $5,000 as security for the completion of this condition. Finance 0 0 to -11 Phone: 952.2271140 February 29, 2016 CITY OF issues for the Gedney site. We reviewed the locations and species of the landscaping CHMNSEN items to be installed and it was planned that the installation would occur in the spring. Phone::952.2271120 Ms. Tabitha Wooden 7700 Market Boulevard PO Box 147 Asset Management Consultants Chanhassen, MN 55317 12841 Fitzwater Drive Nokesville, VA 20181-2734 Administration Phone: 952.227.1100 Re: Landscaping Requirements for Planning Case #10-11 Fax: 952.227.1110 Dear Ms. Wooden: Building Inspections Phone: 952.227.1180 On October 11, 2010 the Chanhassen City Council approved a site plan for a Fax: 952.227.1190 warehouse expansion at the M. A. Gedney site. As a part of the conditions of Engineering approval, landscaping was required to be installed according to a landscape plan Phone: 952.227.1160 Prepared by Phillip D. Johnson and approved by the City Council. The City of Fax: 952.2271170 Chanhassen is holding a cash escrow of $5,000 as security for the completion of this condition. Finance Phone: 952.2271140 On November 24, 2015, I met with Ryan Jopp to discuss the outstanding landscaping Fax:952.2271110 issues for the Gedney site. We reviewed the locations and species of the landscaping Park Recreation items to be installed and it was planned that the installation would occur in the spring. Phone::952.2271120 At this time the lands caping is incomplete and the security will continue to beheld. Fax: 952.227.1110 When the landscaping conditions have been met, the city will release the escrow. Recreation Center If you have any questions or concerns, please contact me. I anticipate and appreciate 2310 Coulter Boulevard your cooperation in this matter. Phone: 952.227.14011 Fax: 952.227.1404 Sincerely, Planning& (,&dAL Natural ResourcesPhone: 952.227.1130 Fax: 952.227.1110 Jill Sinclair Public Works Environmental Resource Specialist 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 JS:ktm Senior Center g:\plan\2010Omningcases\10-ilgedneysiteplan\gedney2016.docx Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us SCANNED Chanhassen is a Community for Life - Providing for Today and Planning tot Tomorrow a ASSES MANAGEMIT C o n s u I t a n t s 12841 Fitzwater Dr. Nokesville, Virginia 20181-2734 Attn: Ms. Danielle Washburn Dept: Finance* Fax: (952)227 1110 Dear Ms. Washburn: Phone: (703) 594-3100 Fax: (703) 594-2187 Request for Release of Bond Date:Thursday, February 25, 2016 THOM709A We believe all necessary stabilization and other work activities have been completed, and that all necessary permits have been obtained, on the project known in your files as: File: THOMPSON AVENUE Account #: VENTURES LLC Project Description: SITE PLAN PERMIT Bond Date: 11/19/2010 Project Address: Project #: Bond Type: SECURITY ESCROW Receipt #: 142904 Permit #: 2010-11 If this not the case, please forward a list of any nonconforming or not completed items to us for our attention and action. Otherwise, please refund the deposit held by CHANHASSEN. MN in the amount of $5,000.00 plus applicable interest to: T14OMPSON AVENUE VENTURES LLC Mr. Joel Buttenhoff 102 Jonathan Blvd. N #200 Chaska, MN 55318 Please also consider this to be a request for any additional funds held by you for this depositor that are due to be refunded, excepting such funds as are currently committed to any active construction project. It is our intention to have all eligible funds returned directly to the depositor. Please inform AMC, as agent, of the refund date(s), and copy AMC on all of your correspondence to the depositor. If you have any questions concerning the above, then please feel free to call us at (800) 336-1857. Sincerely, Ms. Tonva Godsey Asset Management Consultants (703) 594-3100 Ext. 103 Tonva.QodsevCalassetm c.com 0 0 To: Mr. Jerald E. Jacobs From: Mr. Joel IJuttenhoff Fax: (703) 594.2187 Subject: TtfOMPSON AVENUE VENTURES LLC Date: February 22, 2016 Dear Mr. Jacobs: Client ID: THOM709A This letter serves as formal authorization for you, Asset Management Consultants of Virginia. Inc. ("AMC), and the AMC employees you directly supervise (collectively. "AMC. Inc.") to serve as the attorney-in-fact with respect to the recovery of monetary assets in which THOMPSON AVENUE- VENTURES VENUEVENTURES LLC has a legal or equitable interest. Those assets currently are in the possession of a local, settle or federal governmental entity and arc being held for THOMPSON AVENUE VENTURES LLC. AMC. Inc., is hereby authorized to take any and all actions necessary to effect the recovery of such assets. including, without limitation, making demand for the release of such assets, preparing all necessary release documents, submitting same to the custodian of such assets, and executing any and all release instruments if recovery of such assets is oontittgeni upon the submission of same, The assets may be in the form of such negotiable financial units as credit balances, overpayments, deposits, guaranties, and sureties. It is further noted that the assets now at issue and sought to be recovered through AMC are presumed to be eligible for and subject to recovery, excepting any funds specifically identified and listed below as being exempted from this grant of authority. EXEMPT FUNDS: CIT1vc0UNTY OF__(�sQ•yv�^V– i On this day of AM?-+ Ayi , 201 L- , the foregoing Letter of Authorization was Personally acknowledged and signed before me, a Notary Public, in my presence and jurisdiction nforessid, by illi — /3.f 1`c7-0FF , a person known by me, who did first affirm in my presence that the some was done voluntarily and of her/his own free will. t NOTARY "LIC My commission expires: z/;/// Y JDNN C WOOD Notary Walk mi MY Comm. EOkM Jim 31, 2018 10-H Jul 000 A uSt 2000 eptember 2000 M T W T F M T W T F M T W T F S 1 2 3 4 5 1 2 2..3..4...5..8......8 fi..7..8...9 ..101112 3..4..5...fi ..1...8...8 }� 10 11 121394 15 171415 16 1] 1816 18'i1' 92 13 14 15 16 18 17 18 1920 2132 2021 22 2324 -6'n Iy'16 18 20 212223 2324 25 26212826 V YUZ 30 .31......... 24 25 26 27 28 29 30 ® Securities Start Due S P Category Description 6/30/2016 6/30/2016 0 Escrows LI Cash EGCT Gedney Expansion Site Plan Permit2010-11 $5,000 (boulevard restoration/erosion connolflandscapmg) Paid 11/19/2010 Receipt 142904 Notify Bob Generous & Jill Sinclair 7/6/11 - Notified Bob Generous. Kim 8/3/11 - Per Jill the landscaping is not installed. Check status 8/1/12. Kim 8/1/12 -Notified Jill. Kim 8/15/12 - Per Jill continue to hold escrow indefinitely. No landscaping has been installed. 9/1/13- Notified Jill. Kim 9/1/13 - Notified Jill. Kim 9/3/13 - Per Jill she will be contacting Gedney this month. Check status 10/1/13. Rim 10/1/13 - Notified Jill. Per JAI, continue to hold. Check status 6/12014. Kim 6/1/14 - Notified Jill. 9/18/14 - Notified Jill. Per Jill landscaping not installed. Continue to hold escrow. Check status 7/1/15. Kim 9/15/15 - Jill, status? Per Jill, letter sent on 824/15 notifying owner of incomplete landscape requirements. Check status 10/15/15. Kim IQ/15/15 - Jiff, status? Kim 12/17/15 - Per Jill, check status 6/30/16. Kim 229/16 - Joel Buttenhoff of Thompson Avenue Ventures requested release of escrow. Jill salt a letter mphrining that once the landscaping conditions have been ma, the city will release the escrow. Kim 6/16/16 - Per Jill Sinclair - Ok to release cash escrow, landscape installed. Jenny .............................................................................................................................................................................. ............................................ ............................................................................................................................................................�ANNECt............................... e rm�s oe..bwsan wm. enermte 9 ra�nM s=st" r --warty Pm• r CITY OF CHANHASSEN • • P 0 BOX 147 CHANHASSEN MN 55317 11/19/2010 10:54 AM Receipt No. 0142904 CLERK: bethany PAYEE: THOMPSON AVENUE VENTURES, LLC 102 JONATHAN BLVD N #200 CHASKA MN 55318-2383 Site Plan Permit # 2010-11 ------------------------------------------------------- Security Escrow 5,000.00 Total Cash Check 1164 Change 5,000.00 0.00 5,000.00 0.00 SCANNED Jul 2000 Au ust 2000tember 00 M T W T F S M T W T FM T W T F 1 1 2 3 4 5 1 2 Z...3 ...4...5 ..fi .... ..8 .6....... _9 ..i611..i2 .2...4..5...6.......8..9 T t6 i112, 13 14 16 i3 14 15 16 1 i8 16 i0­1i'U 1T 14'i ­1% 16 w i8'ib'20 '2'T 22 2U yi"2y y3 242... 6 171VW20 21 2ZA 23 24 2 'YV6 '7.2'6'N 2] yB 29 36 21 24 y5 2fi 27 26 29"36 Securities 6/30/2016 6/30/2016 F Escrows 0 Cash Escrow Gedney Expansion Site Plan Permit 2010-11 $5,000 (boulevard restoration/erosion control/landscaping) Paid 11/192010 Receipt 142904 Notify Bob Generous & Jill Sinclair 7/6/11 -Notified Bob Generous. Kim 8/3/11 - Per Jill the landscaping is not installed. Check status 8/1/12. Kim 8/1/12 - Notified Jill. Kim 8/15/12 - Per Jill continue to hold escrow indefinitely. No landscaping has been installed. 8/1/13 -Notified Jill. Kim 9/1/13 -Notified Jill. Kim 9/3/13 - Per Jill she will be contacting Gedney this month. Check status 10/1/13. Kim 10/l/13 - Notified Jill. Per Jill, continue to hold. Check status 6/1/2014. Kim 6/1/14 - Notified Jill. 9/18/14 - Notified Jill. Per Jill landscaping not installed. Continue to hold escrow. Check status 7/1/15. Kim 9/15/15 -Jill, status? Per Jill, letter seat on 824/15 notifying owner of incomplete landscape requirements. Check status 10/15/15. Kim 10/15/15 - Jill, status? Kim 12/17/15 - Per Jill, check status 6/30/16. Kim 229/16 - Joel Buttenhoff of Thompson Avenue Ventures requested release of escrow. Jill sent a letter explaining that once the landscaping conditions have been mel, the city will release the escrow. Kim ........................................................................................................................................................................................................................... o Ldua ne..wpr,sitcwp, i2 16M 2 41 PM s=5elus i-PiGrdy Papel CITYOF CBANEASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952 227 1100 Fax 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.2271170 0 February 29, 2016 Mr. Joel Buttenhoff Thompson Avenue Ventures, LLC 102 Jonathon Blvd North, #200 Chaska, MN 55318-2383 0 Re: Landscaping Requirements for Planning Case #10-11 Dear Mr. Buttenhoff- On October 11, 2010 the Chanhassen City Council approved a site plan for a warehouse expansion at the M. A. Gedney site. As a part of the conditions of approval, landscaping was required to be installed according to a landscape plan prepared by Phillip D. Johnson and approved by the City Council. The City of Chanhassen is holding a cash escrow of $5,000 as security for the completion of this condition. Finance Phone: 952.227.1140 On November 24, 2015, I met with Ryan Jopp to discuss the outstanding landscaping Fax:952.2271110 issues for the Gedney site. We reviewed the locations and species of the landscaping Part items to be installed and it was planned that the installation would occur in the spring. :Recreation Phone: 952.227.1120 At this time, the landscaping is incomplete and the security will continue to be held. Fax: 952.227.1110 When the landscaping conditions have been m the city will release the escrow. P� g � tY Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax:952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.2271310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us If you have any questions or concerns, please contact me. I anticipate and appreciate your cooperation in this matter. Sincerely, f, ' n `��111 V it Sinclair Environmental Resource Specialist JS:ktm g:\Plan\js\tree issues in developm t\gedney 2016.docx Chanhassen is a Community for Life - Providing for Today and Planning lorTomorrow SCANNED 10 0.cLo ASSES' MANAGEM&T Consultants 12841 Fitzwater Dr. Nokesville, Virginia 20181-2734 Attn: Ms. Danielle Washburn Dept: Finance* Fax: (952)227 1110 Dear Ms. Washburn: Phone: (703) 594-3100 Fax: (703)59d-2187 Request for Release of Bond Date:Thuusday, February 25, 2016 THOM709A We believe all necessary stabilization and other work activities have been completed, and that all necessary permits have been obtained, on the project known in your files as: File: THOMPSON AVENUE Account #: VENTURES LLC Project Description: SITE PLAN PERMIT Bond Date: Project Address: Project #: Bond Type: SECURITY ESCROW Receipt #: Permit #: 2010-11 If this not the case, please forward a list of any nonconforming attention and action. Otherwise, please refund the deposit held by of $5,000.00 plus applicable interest to: 11/19/2010 1191119 or not completed items to us for our CHANHASSEN. MN in the amount THOMPSON AVENUE VENTURES LLC Mr. Joel Buttenhoff 102 Jonathan Blvd. N 4200 Chaska, MN 55318 Please also consider this to be a request for any additional funds held by you for this depositor that are due to be refunded, excepting such funds as are currently committed to any active construction project. it is our intention to have all eligible funds returned directly to the depositor. Please inform AMC, as agent, of the refund date(s), and copy AMC on all of your correspondence to the depositor. If you have any questions concerning the above, then please feel free to call us at (800) 336-1857. Sincerely, Ms. Tonya Godsey Asset Management Consultants (703) 594-3100 Ext. 103 Tonva.eodsev(,assetm c. co m w To; Mr. Jerald E. Jacobs From; Mr. Joel Bunenhoff Fax: (703) 594.2187 Subject: TMOMPSON AVENUE vENTURES I..L.0 Date: February 22, 2016 Dear Mr. Jacobs: 0 Client ID: TKOM709A This letter serves as formal authorizetiun for you, Asset Manaecment Consultants of Virginia. Inc. ("AMC"). and the AMC employees ,you directly supervise (collectively. "AMC. Inc.") to serve as the attorney-in-fact with respect to the mmvcry of monetary assets in which TMOMPSON AVENUE VENTURES LLC has a legal or equitable interest. Those assets currently are in the possession of a local, stale or federal governmental entity and arc being held for THOMPSON AVENUE VENTURES LLC. AMC. Inc., is hereby authorized to take any and all actions necessary in, effect the recovery of such assets. including, without limitation, making demand for the release of such assets, preparing all necessary release documents, submitting same to the custodian of such assets. and executing any and all release instruments if recovery of such assets is contingent upon the suhmission of same. The assets may be in the form of such negotiable financial units as credit balances, overpayments, deposits, guaranties, and sureties. tt is further noted that the assets now at issue and sought to be recovered through AMC are presumed to be eligible for and subject to recovery, excepting any funds specifically identified and listed below as being exempted from this grant of authority. EXEMPT FUNDS: 1 N �'CrA Jt r]-ej <; I r L{ SCJ CMICOIJNTY OF _ t%.Q'lZvtBC , to -wit: i On Mis��� day of {%t;"Kyr> , 2014 , the foregoing Letter of Authorization was personally acknowledged and signed before me, a Nnlnry Public, in my presence and jurisdiction nfnresaid, by -71!s{Z r-trirc—n FF , a person known by me, who did first affirm in my presence that the same was done voluntarily and of her/his own free will. NOTARY "LAC My commission expires: //;/// Y JOHN 0 Nmary Politic liltrmeIGUraL My Comm. Elpina 4011131. 2018 Status Report Thursday, June 30, 2016 Plan Mij 2000 Au usl tembar 2000 T F S M T W T F S M T W T F S1 1 4 5 1 25 ..5... ...k.8.. ... 8...0..101112 .3..4..5...6......8...91 13 14.16 i81415'%W 6 19 10 11/213/4 151619 20 2172 3S 2i 22 T3 4 2526 i1 i3192'd'21 226 2] 28 24 W 28 29 30 31 . 2425 2 YT';!6 �25�36................ ............................. ............................. Securities 6/30/2016 6/30/2016 F Escrows ® Cash Escrow Gedney Expansion Site Plan Permit 2010-11 $5,000 (boulevard resmmtion/crosion control/landscaping) Paid 11/192010 Receipt 142904 Notify Bob Generous & Jill Sinclair 7/6/11 -Notified Bob Generous. Kim 8/3/11 - Per Jill the landscaping is not installed. Check status 8/1/12. Kim 8/1/12 -Notified Jill. Kim 8/15/12 - Per Jill continue to hold escrow indefinitely. No landscaping has been installed. 8/1/13 -Notified Jill. Kim 9/1/13 -Notified Jill. Kim 9/3/13 - Per Jill she will be contacting Gedney this month. Check status 10/1/13. Kim 10/1/13 -Notified Jill. Pa Jill, continue to hold. Check status 6/12014. Kim 6/1/14 - Notified Jill. 9/18/14 - Notified Jill. Per Jill landscaping not installed. Continue to hold escrow. Check status 7/1/15. Kim 9/15/15 - Jill, status? Per Jill, letter sent on 824/15 notifying owner of incomplete landscape requirements. Check status 10/15/15. Kim 10/15/15 - Jill, status? Kim 12/17/15 - Per Jill, check status 6/30/16. Kim ......................................................................................................................................... _.. ...... _---------------. at owb'M Cp. 1W17M15990CAM S=Salus P=Pmrdy Paps Jul 2 0 Au u 2000 a r 2000 M T W T F S S M T W T F T F 1 1 3 4 51 2 2.. 3..4...5..6...7...8 8...x..8...4.. 181112 .....8...9 910 11 121314,18 i5 1418"161]18.14 14 i$ 16 18 1] 1819202112 21i K.0. 24.25.' 21 2223 23 2426261]2829 2y28293031 2829 30 ....31..........._......_. ......................... ............. Securities Istart Due S P category Description t 71/2015 7'12015 F Escrows 0 Cash Escrow Gedney Expansion Site Plan Permit 2010-11 $5,000 (boulevard restomtionlerosion controVlandscaping) Paid 11/19/2010 Receipt 142904 Notify Bob Generous 7/6/11 - Notified Bob Generous. Kim 8/3/11 - Per Jill the landscaping is not installed. Check status 8/1/12. Kim 8/t/12 -Notified Jill. Kim 8/15/12 - Per Jill continue to hold escrow indefinitely. No landscaping has been installed. 8/1/13 -Notified Jill. Kim 9/1/13 - Notified Jill. Kim 9/3/13 - Per Jill she will be contacting Gedney this month. Check status 10/1/13. Kim 10/1/13 -Notified Jill. Pa Jill, continue to hold. Check status 6/12014. Kim 6/l/14 - Notified Jill. 9/18/14 - Notified Jill. Per Jill landscaping not installed. Continue to hold escrow. Check status 7/1/15. Kim owusom�cura ............ wnouda M 5=arr.FsWft t'4" Status Report 6/30/11 PLAN.OR2 Jul 2000 Au $12000M r 2000 M T W T F M T W T F T F 1 1 2 3 4 51 2 2 3 4. 5 6]-6 6 7 8 910 1112 7. 8 9 9 1011 12 13 114 X16 1314 15 16 17.1819 14.15 l6 16 17 18.19 20 21 � 20 21 22 23 24 25 26 21. 22 23 23 24 25 26 21 28,19 27.28 29 30 31--- _ 26 29 96 3031 __._..__ _... __-_ ......_... .._ ............... 90 Securities (start Due S P Category Description - 6/30/11 6130/11 F Escrows 43 Cash Escrow Gedney Expansion Site Plan Permit 2010-11 $5.000 (boulevard restoration/erosion controNandscaping) Paid 11/19/2010 Receipt 142904 Notify Bob Generous _._.... ...................... _........................................... .. ....... ......_... ............ .... .... .............. .......... ..... ..... .... ......_.... .......................................... ......................... .. _.. ....... ._ O aeleLoa�6 pwElw�+r m. . ............_... _ ..._.._.._._ _._ ....... ......... .........._ ...... _ _ ................. ... ......... _............ ......... ......... . .. . . __._... . iMloal J.uvu s=slags P=Pinny ._.............................._......-- ............................................. ..._...................................... ............ aaxi SCANNED \/ 1996' PROPOSED BUILDING 1 j 1988`.. �, ADDITION STEEL rRAME 2010 - SPRINKLE D 1' Q �ROOF \ \ 39,2001 wft PROPOSED WALL PAC 42,244 sq ft PARKING LIGHTING 12.7 sq ft �� A ` ` 24' ABOVE PVMT 1 story off @ � 1 i1.O sq ftOr — 783.7 sq ft b_ FAq� �H 3-BSp 1Sp6j,12x12 , a 107'-7" -��, z"4 a. 5 ` �yT Fss 3-Rdbd 11 3-WEun 4.23' ..,. V Of 'F�111 boi 0F°P/ "��p 1, `�F���\1-RBMap if A ,�. 3 1z,.9121.90'-Rdbd `� 1 �1� �_ 141'-0 '' 11- 1 1-RB Map �11 5-DwAM 1 \ c5-DwAM 1 3-Rdbd`' .. — TRaNc> S 5510,5,WEun 44CE STOUGHTEN A VENUE Mw PARTIAL SITE PLA sL II I 50 1 io is 2 0 2so OMJL GE�Y ��KM Jq lwp JI, JIMIK argued — PROPOSED PLAN FOR SEPT 9, 10 hM SM wMH MI1f1, ■IMSw, 55427, 753 545--IM SITE PLANTINGS 1 OF 2 A REVISED NOV 15, '10 PLANTINGS SYMBOL ABREV COMMON NAME SIZE QUANTITY ARMap AUTUMN MAP 21/2" TRUNK can VW decip duous conifer y AP AUSTRIAN PINE 6 FEET 2 0 • ApServbry APPLE SERVICEBERRY 11/2" TRUNK 5 0 eciduous Hwthn HAWTHORNE 1112" TRUNK 5 0 nderstory • WEun WINGED EUONYMUS 2 FEET 8 DWAM DWARF AMUR MAPLE 2 FEET 1 10 shrubber other L BLEND PEAT MOSS INTO SOILS AT PLANTING AREA. 2" DEEP WOOD MULCH OVER PLANT ROOT BALL. City of Chanhassen TABLE OF BUFFER YARD REQUIREMENTS Off/ Ind to Off/Ind. (Sideyard) BUFFERYARD; B .4 (30' depth, 250 LINEAR FEET) SHRUB UNDERSTORY TREE REQUIRED TOTAL PLANTINGS 12 2/100' - 6 1 2/100' - 4 SHOWN TOTAL PLANTINGS 12 6 4 (includes 2-6' conifer) * Will add 2 overstory trees on site on agreement with city and Excel Energy CANOPY TREE 1/100'-2 2 Off/Ind to Road (Frontyard w/Transmission tower and drive entrances) BUFFERYARD; C .6 (30' depth, 218 LINEAR FEET) REQUIRED I SHRUB UNDERSTORY TREE CANOPY TREE TOTAL PLANTINGS 24 5/100' - 12 5/100' - 8 2/100' - 4 SHOWN TOTAL PLANTINGS 24 12 8 2 + 2* A REVISED NOV 15, '10 PLANTINGS SYMBOL ABREV COMMON NAME SIZE QUANTITY anopy deciduous ARMap AUTUMN MAP 2112" TRUNK 4+2* conifer AP AUSTRIAN PINE 6 FEET 2 0 • ApServbry APPLE SERVICEBERRY 1112" TRUNK 5 0 eciduous ' understory Hwthn HAWTHORNE 11/2" TRUNK 5 0 • WEun WINGED EUONYMUS 2 FEET tk DwAM DWARF AMUR MAPLE 2 FEET 1 t shrubber Other BLEND PEAT MOSS INTO SOILS AT PLANTING AREA. 2" DEEP WOOD MULCH OVER PLANT ROOT BALL. * Will add 2 overstory trees on City of Chanhassen site on agreement with city and TABLE OF BUFFER YARD REQUIREMENTS Excel Energy Off/ Ind to Off And. (Sideyard) BUFFERYARD; 6.4 (30' depth, 250 LINEAR FEET) SHRUB UNDERSTORY TREE CANOPY TREE REQUIRED TOTAL PLANTINGS 12 2/100' - 6 1 2/100' - 4 1/100' - 2 SHOWN TOTAL PLANTINGS 12A 6 4 (includes 2-6' 2 conifer) Off/Ind to Road (Frontyard w/Transmission tower and drive entrances) BUFFERYARD; C.6 (30' depth, 218 LINEAR FEET) REQUIRED I SHRUB UNDERSTORY TREE CANOPY TREE TOTAL PLANTINGS 24 5/100' - 12 5/100' - 8 2/100' - 4 SHOWN TOTAL PLANTINGS 24 12 8 2 + 2* Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poch I, Soren M. Mattick John F. Kelly Henry A. Schaeffer, 111 Alina Schwartz Samuel J. Edmunds Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fu 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Associatiol Direct Dial: (657) 234-6212 E-mailAddress: snelson@ck-law.com September 19, 2011 CITY OF CHANHASSEN Ms. Kim Meuwissen RECEIVED City of Chanhassen SEP 2 1 2011 7700 Market Boulevard P.O. Box 147 CHANHASSEN PLA14NING DEPT Chanhassen, Minnesota 55317 RE: CHANHASSEN— RECORDATION OF DOCUMENTS ➢ Site Plan Permit #2010-11— Gedney Expansion/Thompson Avenue Ventures, LLC (Portions of the NW Quarter of Section 3-115-23) Dear Kim: Enclosed for the City's files please find original recorded Site Plan Permit #2010-11 for a 39,000 square foot, one story warehouse expansion on the above referenced property. The permit was recorded with Carver County on January 24, 2011 as Abstract Document No. A533005. Regards, CAMPBELL KNUTSON Professional Association S an R. Nelson, egal ssistant SRN:ms Enclosure SCANNED A. Document No. A 533005 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee'. $46 00 Certified Recorded on 112412011 11111111111111111 CITY OF CHANHASSEN SITE PLAN PERMIT #2010-11 SPECIAL PROVISIONS Recei at 01 AGREEMENT dated October 11, 2010, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and Thompson Avenue Ventures, LLC (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site pian for a 39,000 square -foot, one-story warehouse expansion (referred to in this Permit as the "project"). The land is legally described on the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: Site Plan prepared by Philip D. Johnson, dated August 19, 2010. Plan B: Grading, Drainage and Erosion Control Plan prepared by Mattke Surveying & Engineering, Inc., dated August 15, 2010. PlanC: Landscaping Plan prepared by Philip D. Johnson, dated September 9, 2010. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2011. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall SCANNED provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping and improvements. 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: Joel Buttenhoff Thompson Avenue Ventures, LLC 102 Jonathan Boulevard North, #200 Chaska, MN 55318 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 39,000 square -foot, one-story warehouse expansion subject to the following conditions: a. Fire Marshal: 1. The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. b. City of Chaska: 1. A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. 2 c. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. d. Environmental Resource Specialist: The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. e. Planner: 1. Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. The developer should investigate the use of clerestory windows around the building expansion. 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. f. Water Resource Coordinator: 1. The developer must provide rate control for an area equal to the addition. 2. The developer must provide water quality treatment for the same area. 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. 6. A drainage easement shall be recorded over the area of the parcel to be used for surface water treatment. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. 4 STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY Thomas A. Furlong, Mayor AND: odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this -'/A day of.N 3010, 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. I I e KAREN J. ENGELHARDT Notary PublicMinnesota y QommhWc„ Evwn Jan m. aot THOMPSON AVENUE VENTURES, LLC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this /G day of 1/ -Vr+lsol- , 2010 by Joel 13uttenhoff, the Manager/Officer of Thompson Avenue Ventures, LLC, a Minnesota limited liability company, on behalf of the company. ,t OTARY PUBLIC DRAFTED BY: City of Chanhassen `"'` JOHN D WOOD 7700 Mazket Boulevard .� �o. P.O. Box 147 NOTARY PUBLIC Chanhassen, MN 55317 "'S MINNESOTA (952)227-1100 •..•re; ;".My Commission Expires Jan. 31.2013 1M►4:11.31 LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest corner thereof, said point being in the Southeasterly right of way line of the Minneapolis & St Louis Railroad; thence running Northeasterly along said Tight of way line 997.8 feet; thence running due South parallel with the West line of said Section 3,272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described, said point also being in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degree 57 minutes East 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the are of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the Tight having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St Louis Railroad, said point being 48.93 feet Southwesterlv from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwest corner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, filed August 23, 1950; thence Turning South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point on the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along said Northerly right of way line 1676.9 feet; more or less, to a point on a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way, thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. Excepting therefrom the following described tract_ That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the Northwest comer of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the North line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the Westerly line of the parcel conveyed to Northern States Power Company by the document filed in Book 61 of Deeds, Page 58, in the office of the Carver County recorder, thence Northerly along said Westerly line to the Northwesterly tint of said conveyed parcel; thence Northeasterly along said Northwesterly line to the intersection with the Westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document filed in Book 46 of Deeds, Page 19, in the office of the Carver County Recorder, thence Northerly along said West line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. Abstract Property Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest corner thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest comer of the tract previously conveyed to American Sugar -Company as described in Book 44 of Deeds, Page 8 thereof), which point is the true point of beginning of the tract conveyed; thence running South parallel with the West line of said Section 3, 272.18 feet to a point (which point is the Northwest comer of the tract previously 7 conveyed to M.A. Gedney Company as described in Book 61 of Deeds, Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M.A. Gedney Company as described in Book 61 of Deeds, Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence cunning North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to the beginning of a curve'to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 30721 feet to the end of said curve; thence naming North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a curve to the -right having a radius of 532.18 feet; thence running Northeasterly along the are to said curve to the right 142.42 feet to its intersection with the Southeasterly right- of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right- of-way line; thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet, thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and.a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the East having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds and there terminating. Abstract Property CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. we 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 attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is 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. Recording. This Permit shall run with the land and may be recorded against the title to the property 10 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 Re laugu tions. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 11 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT Ifrj +1L a Wisconsin state banking corp., which holds „ mortgage on 'he subject Properly_ thk 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. Dared this _ /_4 day of d V I*94�V , 010 M&I MARSHALL & ILSLEY BANK ho'.1'a b. 06a Se�%•*e P w,-.�___ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this tS da�pf NOtrer Cl 20- Q.by Daniel Po a/k/a Daniel D. Poppe, the SeY=r i M&I Marshall & Ilsley Bank, a Wisconsin banking corpo ion, o its behalf. ERIN N E Notary MinnesPubFe ota NOTARY Pi)BI 1C DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen. MN 55317 (952)227-1100 kV uti'oln pl n mgcax4.lil-I1 crdtKy W6'tNamatr P6, P� 4x I} Administration January 5, 2010 Phone: 952.227.1100 Mr. Dan Poppe CITY OF Senior Vice President M&I Marshall & Ilsley Bank CHMIMSEN 651 Nicollet Mall, Suite 525 Fax: 952.227.1190 MN 55402-1613 7700 Market BoulevardMinneapolis, PC Box 147 Chanhassen, MN 55317 Re: M.A. Gedney 39,000 Square -Foot Warehouse Expansion Planning Case #10-11 Administration Dear Mr. Poppe: Phone: 952.227.1100 Fax. 952.227.1110 This office has been requested to confirm certain facts and circumstances concerning the current zoning, land use, and code compliance status of the above referenced Building Inspections Phone: 952.227.1180 project. In furtherance of that request, we hereby confirm and advise you as follows, Fax: 952.227.1190 to wit: Engineering 1. The above -referenced project is located within the corporate limits of the City of Phone: 852.227.1160 Chanhassen, Carver County, Minnesota. Accordingly, the building and other Fax: 952.227.1170 improvements comprising the project are under the jurisdiction and are required Finance to comply with the building codes, ordinances and regulations of the City of Phone: 952.227.1140 Chanhassen, Carver County, Minnesota. Fax: 952.227.1110 2. The project currently is located in a district with zoning classification of Industrial Park & Recreation Office Park District, IOP, and a comprehensive plan designation of Office Phone: 952.227.1120 Industrial. The zoning classification is consistent with the comprehensive plan Fax:952.227.1110 designation. A copy of the zoning district regulations is enclosed. Recreation Center 2310 Coulter Boulevard 3. The contemplated use of the addition as presented by the owner is in compliance Phone: 952.227.1400 with existing zoning requirements. The project, Planning Case #10-11, was Fax: 952.227.1404 approved by the City Council of the City of Chanhassen on October 11, 2010. Planning & This information was researched by the undersigned on request as a public service. Natural Resources The undersigned certifies that the above information is believed to be accurate. Phone: 952.227.1130 Fax:952.227.1110 However, neither the undersigned nor the City assumes liability for errors or omissions. All information was obtained from public records which may be Pulft Works inspected during normal business hours. Should additional information be required of 1591 Park Roall this office concerning the project, you may contact the undersigned. Phone: 952.227.1300 Fax:952.227.1310 Since Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Robert Generous, AICP Web Site Senior Planner wwacithanhassen.mn.us Enclosure g:\plan\2010 planning cases\10.1 I gedney site plan\zoning letter.doc SCANNED Chanhassen is a Community for Life - Prudng torToday and Planning forTomarrow § 20-795 CHANHASSEN CITY CODE C. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. d. The minimum setback is 25 feet for side street side yards. (6) The maximum height is as follows: a. For the principal structure, two stories. b. For accessory structures, one story. (7) Minimum setback requirements: a. For front yards, 35 feet. b. For rear yards, 30 feet. C. For side yards, 15 feet. d. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. (Ord. No. 80, Art. V, § 15(5-15-5), 12-15-86; Ord. No. 94, §§ 1, 6, 7-25-88; Ord. No. 451, § 7, 5-29-07) Sec. 20-796. Interim uses. The following are interim uses in the "OI" district: (1) Temporary classroom structures for use by public or private schools needed for temporary use. (Ord. No. 282, § 1, 6-22-98) Secs. 20-797-20-810. Reserved. ARTICLE . "IOP" INDUSTRIAL OFFICE PARK DISTRICT Sec. 20-811. Intent. The intent of the "IOP" district is to provide an area identified for large-scale light industrial and commercial planned development. (Ord. No. 80, Art. V § 16(5-16-1), 12-15-86) Sec. 20-812. Permitted uses. The following uses are permitted in an "IOP" district: (1) Antennas as regulated by article XXX of this chapter. (2) Automotive repair shops. (3) Conference/convention centers. (4) Health services. (5) Indoor health and recreation clubs. Supp. No. 5 CD20:142 a t I ZONING § 20-814 (6) Light industrial. (7) Offices. (8) Off -premises parking lots. (9) Print shops. (10) Recording studios. (11) Utility services. (12) Vocational school. (13) Warehouses. (Ord. No. 80, Art. V, § 16(5-16-2), 12-15-86; Ord. No. 240, § 21, 7-25-95; Ord. No. 259, § 27, 11-12-96; Ord. No. 377, § 109, 5-24-04) See. 20-813. Permitted accessory uses. The following are permitted accessory uses in an "IOP' district: (1) Automotive repair shop. (2) Day care center. (3) Parking lots and ramps. (4) Signs. Retail sales of products stored or manufactured on the site provided no more than 20 percent of the floor space is used for retail sales. (Ord. No. 80, Art. V, § 16(5-16-3), 12-15-86; Ord. No. 93, § 1, 7-25-88; Ord. No. 377, § 110, 5-24-04) Sec. 20-814. Conditional uses. The following are conditional uses in an "IOP' district: (1) Contracting yards. (2) Day care centers as part of a multi -tenant building. (3) Day care centers as a separate facility. (4) Food processing. (5) Home improvement trades. (6) Hotels and motels. (7) Lumber yards. (8) Motor freight terminals. (9) Outdoor health and recreation clubs. (10) Screened outdoor storage. Supp. No. 5 CD20:143 § 20-814 CHANHASSEN CITY CODE (11) Research laboratories. (12) Reserved. (13) Commercial towers as regulated by article XXX of this chapter. (14) Electrical distribution and underground electric distribution substations. (Ord. No. 80, Art. V, § 16(5-16-4), 12-15-86; Ord. No. 97, § 1, 10-2488; Ord. No. 120, § 4(12), 2-12-90; Ord. No. 259, § 28, 11-12-96; Ord. No. 377, § 111, 5-2404; Ord. No. 390, § 5, 3-14-05) State law reference—Conditional uses, M -S. § 462.3595. Sec. 20-815. Lot requirements and setbacks. The following minimum requirements shall be observed in an "10P" district subject to additional requirements, exceptions and modifications set forth in this chapter: (1) The minimum lot area is one acre. (2) The minimum lot frontage is 150 feet, except that lots fronting on a cul-de-sac shall have a minimum frontage of 60 feet. (3) The minimum lot depth is 200 feet. (4) The maximum lot coverage is 70 percent. (5) Off-street parking shall comply with district setback requirements except: a. There is no minimum setback when it abuts a railroad right-of-way, except as provided in chapter 20, article XXV, division 3, pertaining to landscaping requirements. b. There is no minimum setback when it abuts, without being separated by a street, another off-street parking area. C. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. d. The minimum setback is 25 feet for side street side yards. e. Parking setbacks along public rights-of-way may be reduced to a minimum of ten feet if the applicant can demonstrate to the satisfaction of the city that 100 -percent screening is provided at least five feet above the adjacent parking lot. The intent of this section is that the city is willing to trade a reduced setback for additional landscaping that is both an effective screen and of high quality aesthetically. Acceptable screening is to be comprised of berming and landscap- ing. Screening through the use of fencing is not permitted. (6) The maximum height is as follows: a. For the principal structure, four stories/50 feet. b. For accessory structures, one story. (7) Minimum setback requirements: a. For front yards, 30 feet. Supp. No. 5 CD20:144 ZONING b. For rear yards, ten feet. C. For side yards, ten feet. § 20-900 d. The minimum setback is 100 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. In instances where existing topography and/or vegetation provide buffering satisfactory to the city, or where quality site planning is achieved, the city may reduce setback requirements by up to 50 percent. The applicant shall have the full burden of demonstrating that there is sufficient separation and screening for the higher intensity use. e. Buffer yards. The city comprehensive plan establishes a requirement for buffer yards. Buffer yards are to be established in areas indicated on the plan where higher intensity uses interface with low density uses and shall comply with chapter 20, article MM of the Chanhassen City Code. The buffer yard is not an additional setback requirement. The full obligation to provide the buffer yard shall be placed on the parcel containing the higher intensity use. The buffer yard is intended to provide physical separation and screening for the higher intensity use. As such, they will be required to be provided with a combination of berming, landscaping and/or tree preservation to maximize the buffering potential. To the extent deemed feasible by the city, new plantings shall be designed to require the minimum of maintenance, however, such maintenance as may be required to maintain consistency with the approved plan, shall be the obligation of the property owner. (Ord. No. 80, Art. V, § 16(5-16-5), 12-15-86; Ord. No. 94, §§ 1, 1B, 1-28-91; Ord. No. 451, § 8, 5-29-07; Ord. No. 474, §§ 14, See. 20-816. Interim uses. The following are interim uses in the "IOP" district: (1) Churches. (2) Concrete mixing plants. (Ord. No. 120, § 3, 2-12-90) Secs. 20-817-20-900. Reserved. Supp. No. 5 CD20:145 7, 7-25-88; Ord. No. 136, §§ 1A, 15, 10-13-08) Web Site d. The owner and/or their representative shall meet with the Inspections www.d.chanhassen.mn.us Division as soon as possible to discuss plan review and permit procedures. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow W'w140 October 12, 2010 CITY OF Mr. Joel Buttenhoff CHANHASSEN Thompson Avenue Ventures, LLC Fax:952.227.1110 102 Jonathan Boulevard North, #200 Building Inspections Chaska, MN 55318-2383 7700 Market Boulevard following conditions: PO Boz 147 Chanhassen, MN 55317 Re: M.A. Gedney Warehouse Expansion, Planning Case #10-11 Web Site d. The owner and/or their representative shall meet with the Inspections www.d.chanhassen.mn.us Division as soon as possible to discuss plan review and permit procedures. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow W'w140 Dear Mr. Buttenhoff- Adninistrallm Phone: 952.227.1100 This letter is to confirm that on October 11, 2010, the Chanhassen City Council Fax:952.227.1110 approved the site plan for a 39,000 square -foot, one-story warehouse expansion, Building Inspections plans prepared by Phillip D. Johnson, dated May 12, 2010, subject to the Phone: 952.227.1180 following conditions: Fax: 952.227.1190 1. Fire Marshal: 6rgineeing Phone: 952.227.1160 a. The applicant shall provide information of the product commodity per Fax: 952.227.1170 2007 Minnesota Fire Code Section 2303 and the proposed storage height Fierce in order to determine if fire apparatus access is required to parts of the Phone: 952.227.1140 building. If apparatus access is required but not practical due to Fax:952.227.1110 topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Park BReaeation Chanhassen Fire Marshal for additional information. Plane: 9512.227.1120 Fax:952.227.1110 2. City of Chaska: Recreation Center 2310 Coulter Boulevard a. A Metropolitan Council SAC determination will still be required and Phone: 952.227.1400 Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing Fax: 952227.1404 trunk service to the building expansion. & 3. Building Official: Ramal Resouces Phone: 952227.1130 Fax:952.227.1110 a. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if Puliki rks any portion of the facility is not sprinkled, fire -wall separations may be 1591 Park Road required. Plane: 952.227.1300 Fax: 952.227.1310 b. The plans must be prepared and signed by design professionals licensed in Senior Celt the State of Minnesota. Plane: 952.227.1125 Fax:952.227.1110 c. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. Web Site d. The owner and/or their representative shall meet with the Inspections www.d.chanhassen.mn.us Division as soon as possible to discuss plan review and permit procedures. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow W'w140 Mr. Joel Buttenhoff October 12, 2010 Page 2 of 3 e. A demolition permit is required for building removals that take place before the building permit for the addition is issued. 4. Environmental Resource Specialist: a. The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. b. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. c. All ornamental trees must be at least one inch in diameter. 5. Planner: a. Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. b. The developer shall show that 213 parking stalls can be accommodated on site. c. The developer should investigate the use of clerestory windows around the building expansion. d. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. e. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. f. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. g. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. 6. Water Resource Coordinator: a. The developer must provide rate control for an area equal to the addition. b. The developer must provide water quality treatment for the same area. c. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 03MI U Mr. Joel Buttenhoff October 12,2010 Page 3 of 3 d. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. e. The developer must provide a detailed grading and erosion control plan compliant with City Code. f. A drainage easement shall be recorded over the area of the parcel to be used for surface water treatment. Enclosed is a site plan permit that must be executed by Thompson Avenue Ventures, LLC. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the permit. Return the permit to me for City execution and recording at Carver County within 120 days of the approval (by February 9, 2011). The required security specified in the site plan permit ($5,000.00) 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 permit will be returned for your files. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Robert Generous, AICP Senior Planner RG:ktm ec: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official Enclosure cc: Phillip D. Johnson, Architect g:\plan\2010 planning cases\I0-I l gedney site plan\approval letter.doc CITY OF CHANHASSEN SITE PLAN PERMIT #2010-11 A 2-:101 EVIG-0110111M CGIM AGREEMENT dated October 11, 2010, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and Thompson Avenue Ventures, LLC (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 39,000 square -foot, one-story warehouse expansion (referred to in this Permit as the "project'). The land is legally described on the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written temps shall control. The plans are: PlanA: Site Plan prepared by Philip D. Johnson, dated August 19, 2010. Plan B: Grading, Drainage and Erosion Control Plan prepared by Mattke Surveying & Engineering, Inc., dated August 15, 2010. PlanC: Landscaping Plan prepared by Philip D. Johnson, dated September 9, 2010. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2011. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping and improvements. 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: Joel Buttenhoff Thompson Avenue Ventures, LLC 102 Jonathan Boulevard North, #200 Chaska, MN 55318 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 39,000 square -foot, one-story warehouse expansion subject to the following conditions: a. Fire Marshal: 1. The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. b. City of Chaska: A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. 2 c. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. d. Environmental Resource Specialist: 1. The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. e. Planner: Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. 3. The developer should investigate the use of clerestory windows around the building expansion. 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5_ The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. 7. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. f. Water Resource Coordinator: 1. The developer must provide rate control for an area equal to the addition. 2. The developer must provide water quality treatment for the same area. 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. 6. A drainage easement shall be recorded over the area of the parcel to be used for surface water treatment. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. M CITY OF CHANHASSEN II STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of , 2010, 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 THOMPSON AVENUE VENTURES, LLC M Its STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2010 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 5 the Developer. 1`.[171 \ W&11109 Cal EXHIBIT A LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest comer thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad; thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with the West line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described, said point also being in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwest corner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along said Northerly right of way line 1676.9 feet, more or less, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 58, in the office of the Carver County Recorder; thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Book 46 of Deeds, page 19, in the office of the Carver County Recorder; thence northerly along said west line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest comer thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest corner of the tract previously conveyed to American Sugar Company as described in Book 44 of Deeds at Page 8 thereof), which point is the true point of beginning of the tract conveyed; thence running South parallel with the West 7 line of said Section 3, 272.18 feet to a point (which point is the Northwest corner of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the are of said curve to the right 142.42 feet to its intersection with the Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line; thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the East having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. (Abstract Property) :8 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the _ City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the 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. 0 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 attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is 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. Severabilitv. 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. 10 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. 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 hamiless 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. 11 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 STATE OF MINNESOTA (ss COUNTY OF 2010 a The foregoing instrument was acknowledged before me this day of 2010, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Bos 147 Chanhassen, MN 55317 (952)227-1100 IW NOTARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 2010. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 g:lplany2010 planning cases\10.11 gedney site plan site plan permit m 13 NOTARY PUBLIC 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Rerxeafio n Coft 2310 Coulter Boulevard Plane: 952.227.1400 Fax 952.227.1404 Planwg & Natural Resources Phone: 952.227.1130 Fax 952.227.1110 Public Wales 1591 Park Road PIM: 952.227.1300 Fax: 952.227.1310 senior Cada PIM: 952.227.1125 Fax: 952.227.1110 Web Site wwadchanhassen.mn.us August 24, 2010 Phillip D. Johnson Architect 9116 34`h Avenue North New Hope, MN 55427 Re: M.A- Gedney Expansion — Planning Case 2010-11 Dear Mr. Johnson: We have reviewed the plans prepared by Mattke Surveying and Engineering, Inc. dated August 15, 2010 and received by the City of Chanhassen on August 20, 2010. In order for the City to adequately review the proposed expansion to the M.A. Gedney plant in Chanhassen, the following information and material must be submitted. 1. The contributing watershed pre -development and post -development needs to be defined. Currently, the model appears to only account for the building addition but clearly additional land area will drain to the swale area. 2. The model does not appear to account for infiltration (exfiltration) and needs to. The soils in this area are Sparta Sandy Loam, an excessively drained soil with a water table at least six feet below the surface. This would lend itself extremely well to an infiltration trench. 3. A detail of the outlet needs to be provided. 4. The Swale should be constructed with a fore bay to allow for clean out of any sediment. 5. A removal plan needs to be provided. 6. The grading plan needs to be amended to include erosion and sediment control measures. This plan must include perimeter control, stabilization of the Swale, grading limits, etc. The total disturbance is greater than one acre. As a result, this project will require a Small Construction Site National Pollution Discharge Elimination Permit from the Minnesota Pollution Control Agency. 8. A Storm Water Pollution Prevention Plan (SWPPP) will be required per the NPDES rules. 9. Material and color samples. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Phillip D. Johnson August 25, 2010 Page 2 10. Site plan data (for entire site). 11. Property line dimensions, location of all existing and proposed structures with distance from boundaries, distance between structures, building dimensions and floor elevations. 12. Tabulation box indicating: a. Size of parcel in acres and square feet. b. Gross floor area of each building. c. Percent and area of site covered by building. d. Percent and area of site covered by impervious surface. e. Percent and area of site covered by parking area. f. Projected number of employees. g. Number of seats if intended use is a restaurant or place of assembly. h. Number of parking spaces required. i. Number of parking spaces provided including handicapped. j. Height of all buildings and structures and number of stories. k. Breakdown of the building area allocated for specific uses, e.g., manufacturing, office, retail, showroom, warehouse, etc. 13. Landscaping plan in accordance with the provisions of Article XXV. 14. Location and screening detail of rooftop equipment. Screening shall be provided from the perspective of a point six feet high at all adjacent property lines or from a distance of 250 feet, whichever is greater. 15. Lighting location, style, mounting and photometrics. The information submitted is incomplete. However, if we receive this information by Wednesday, September 1, 2010, we will continue this item on the September 21, 2010 Planning Commission agenda. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Res e Robert Generous, AICP Senior Planner cc: Joel Buttenhof ec: Kate Aanenson, Community Development Director Terry Jeffery, Water Resources Coordinator g:Xp1an\V1Op1an1Ang cases\10.1 I gedney site plaMadditional information mquired.doc 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. 12/7/10 10-11 ATTENTION Sue Nelson RE: Document Recording M Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. For your use DESCRIPTION 1 10/11/10 10-11 Site Plan Permit 2010-11(Gedney Expansion) 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 copies for approval ❑ Approved as noted ❑ Submit ❑ Retumed for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Joel Buttenhoff, Thompson Avenue Ventures, LLC If enclosures are not as noted, kindly notify us at once. copies for distribution corrected prints (952) 227-1107 SCANNED CITY OF CHANHASSEN SITE PLAN PERMIT #2010-11 SPECIAL PROVISIONS AGREEMENT dated October 11, 2010, by and between the CfTY OF CHANHASSEN, a Minnesota municipal corporation (the "City'), and Thompson Avenue Ventures, LLC (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 39,000 square -foot, one-story warehouse expansion (referred to in this Permit as the "project"). The land is legally described on the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Pernvt and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: Site Plan prepared by Philip D. Johnson, dated August 19, 2010. Plan B: Grading, Drainage and Erosion Control Plan prepared by Mattke Surveying & Engineering, Inc., dated August 15, 2010. PlanC: Landscaping Plan prepared by Philip D. Johnson, dated September 9, 2010. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2011. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping and improvements. 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: Joel Buttenhoff Thompson Avenue Ventures, LLC 102 Jonathan Boulevard North, #200 Chaska, MN 55318 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 39,000 square -foot, one-story warehouse expansion subject to the following conditions: a. Fire Marshal: 1. The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information- b. nformation b. City of Chaska: A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. Fa c. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required_ 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. d. Environmental Resource Specialist: 1. The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. e. Planner: Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. 3. The developer should investigate the use of clerestory windows around the building expansion. 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. 7. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. f. Water Resource Coordinator: 1. The developer must provide rate control for an area -equal to the addition. 2. The developer must provide water quality treatment for the same area. 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. 6. A drainage easement shall be recorded over the area of the parcel to be used for surface water treatment. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. 4 STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY Thomas A. Furlong, Mayor CT AND: 409d 'L�Ai odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 7A of N"��10, 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. j A STATE OF MINNESOTA ) NOT KAREN J.ENGELHARDT Notary Public -Minnesota V Commiae(un Hiplrea Jan 31, 2015 THOMPSON AVENUE VENTURES, LLC (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this It day of _' / O-.ya— , 2010 by j29 --"o'5~ the Developer. OTARY PUBLIC DRAFTED BY: City of Chanhassen 77011 Market Boulevard ;aya '`fie. JOHNDWOOD P. o. Box 147 €• NOTARY PUBLIC Chanhassen, MN 55317 (952)227-1100 My Commission Expires Jan. 31.2ot3 EXIHBff A LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest corner thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad; thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with the West line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described, said point also being in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwest corner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along said Northerly right of way line 1676.9 feet, more or less, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and 21 North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5t° Principal Meridian, described as follows: Commencing at the northwest corner of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 58, in the office of the Carver County Recorder; thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Book 46 of Deeds, page 19, in the office of the Carver County Recorder, thence northerly along said west line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest corner thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest corner of the tract previously conveyed to American Sugar Company as described in Book 44 of Deeds at Page 8 thereof), which point is the true point of beginning of the tract conveyed; thence running South parallel with the West 7 line of said Section 3, 272.18 feet to a point (which point is the Northwest comer of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet thence running Northeasterly along the arc of said curve to the right 142.42 feet to its intersection with the Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line; thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the East having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. (Abstract Property) 0 • • �r_rl:r_�xy�l.i .t GENERAL CONDMONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. LJ 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. IM I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other fight, 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. 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. I1 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 ib- day of 1JDy . , 2010 By (a// /&& STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this /4May of /UDAtlr+K�K 2010, by -Se tM- why 12 TARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanha , MN 55317 (952)227-1100 rWW 12 a- which holds a mortgage on the subject property. thj 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. MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT g- 1'<s e Dated this __[_Q day of dY&WA(V , 2010. STATE OF MINNESOTA ) �[ (ss. COUNTY OF " The foregoing instrument was acknowledged before the this W day of 000el bei 20.L. by ERIN RENEE PAGE Notary Public Mirmesota 71,V2 Cmmissbn Ezpies DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 237-1 loo F-HI.m�1tl n pGnnu�g carrz.l�i.l 1 ec..bc} ve tN,srwn.-fin peros� O.a 13 NOTARY P1113LIC -- 10-11 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Phillip D. Johnson and Thompson Avenue Ventures, LLC, for Site Plan Review for a 39,000 square -foot, one-story warehouse expansion in the Industrial Office Park District (IOP). On September 21, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Phillip D. Johnson and Thompson Avenue Ventures, LLC, for Site plan review for a 39,000 square -foot, one-story warehouse expansion for property located at 2100 Stoughton Avenue. The Planning Commission conducted a public hearing on the site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park District (IOP). 2. The property is guided by the Land Use Plan for Office Industrial use. 3. The legal description of the property is: See attached Exhibit A 4. Site Plan Findings: 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; Finding: The development of the site is consistent with the City's development guides and comprehensive plan. b. The proposed development is consistent with the site plan review requirements; Finding: The site 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 or developing areas; Finding: The propose expansion extends above a previously altered area enclosing a storage and parking area. The proposed development is in keeping with the general appearance of the neighboring developed or developing areas. SCANNED 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; Finding: The development will be harmonious with the existing site buildings and features. 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; Finding: The proposed expansion is in a logical and practical location on the site. 2) The amount and location of open space and landscaping; Finding: The proposed expansion to the building only brings the building coverage of the site to 17 percent. Total hard cover is at 49 percent of the site. Additional landscaping shall be provided. 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 Finding: The proposed expansion continues the use of the existing building material. 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. Finding: Access to the site shall remain as exists. Parking areas and circulation comply with code requirements. 5) 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. Finding: Surface water is being directed to a storm water swale system. The building expansion is toward the electrical substation to the east. 5. The planning report, Planning Case #10-11 dated September 21, 2010, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve Planning Case #2010-11 for Site Plan approval for a 39,000 square -foot, one-story warehouse building expansion located at 2100 Stoughton Avenue. ADOPTED by the Chanhassen Planning Commission this 21" day of September, 2010. CHANHASSEN PLANNING COMMISSION BY: d • ✓� '/'� �o Its Chairman LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest corner thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad; thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with the West line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described, said point also being in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwest comer of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along said Northerly right of way line 1676.9 feet, more or less, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the 0 West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. O Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5's Principal Meridian, described as follows: Commencing at the northwest corner of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 58, in the office of the Carver County Recorder; thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Book 46 of Deeds, page 19, in the office of the Carver County Recorder; thence northerly along said west line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest comer thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest comer of the tract previously conveyed to American Sugar Company as described in Book 44 of Deeds at Page 8 thereof), which point is the true point of beginning of the tract conveyed; thence running South parallel with the West line of said Section 3, 272.18 feet to a point (which point is the Northwest comer of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof and along the arc of said curve to the right a 5 distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right 142.42 feet to its intersection with the Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line; thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the East having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. (Abstract Property) 0 CITY OF CHANHAS3EN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227 1100 Fax: 952.227.1110 Building Inspections Phone: 952.227 1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: October 11, 2010 OW ' SUBJ: M. A. Gedney Warehouse Expansion, Planning Case #10-11 PROPOSED MOTION "The Chanhassen City Council approves the site plan for a 39,000 square -foot, one-story warehouse expansion subject to the conditions of the staff report and adoption of the Planning Commission's findings of fact." City Council approval requires a simple majority vote. EXECUTIVE SUMMARY The developer is proposing an approximately 39,000 square -foot warehouse expansion to the M.A. Gedney pickle manufacturing facility located in southern Chanhassen. PLANNING COMMISSION SUMMARY Park & Recreation The Planning Commission held a Public Hearing on September 21, 2010, to review the Phone: 952.227.1120 proposed development. The Planning Commission voted 5 for and none against a motion Fax: 952.227.1110 recommending approval of the project. Recreation Center The Planning Commission wanted to make sure that the proposed project would comply 2310 Coulter Boulevard with the City's surface water management requirements. The currently proposed conditions Phone: 952.227.1400 of approval will ensure that surface water runoff will be managed to City Code. Fax: 952.227.1404 However, we would recommend that a drainage easement be recorded over the area of Planning 8 the parcel to be used for surface water treatment to assure the management practice Natural Resources remains until it is superseded with future development. The developer shall be Phone: 952.227.1130 responsible for the maintenance of this surface water treatment system. Fax: 952.227.1110 Planning Commission minutes for September 21, 2010 are item la of the October 11, PoliThe Works 2010, City Council packet. P 1559191 Pads Road Phone: 952.227.1300 Fax: 952.227.1310 RECOMMENDATION Senior Center Staff and the Planning Commission recommend City Council approve the M. A. Gedney Phone: 952.227.1125 warehouse expansion project. Fax: 952.227.1110 Web Site ATTACHMENTS www.ci.dwhassen.mn.us 1. Planning Commission Staff Report Dated September 21, 2010. 2. Site Plan Permit #2010-11. \\cfs I\cfsl\shared_data\plan\2010 planning cases\I0-1I gedney site plan\executive summary.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow teCANN[Y CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: September 21, 2010 CC DATE: October 11, 2010 11 REVIEW DEADLINE: October 19, 2010 CASE #: 10-11 BY: AF, RG, TJ, ML, JM, JS "The Chanhassen City Council approve the site plan for a 39,000 square -foot, one-story warehouse expansion, plans prepared by Phillip D. Johnson, dated May 12, 2010, subject to the conditions of the staff report. And, Adoption of the findings of fact " SUMMARY OF REQUEST: The developer is requesting Site Plan Review for a 39,000 square -foot warehouse expansion — M.A. GEDNEY LOCATION: APPLICANT: 2100 Stoughton Avenue (PID: 25-0030700) Phillip D. Johnson 9116 30 Avenue North New Hope, MN 55427 (763)545-1072 phillipdiohnsonAcomcast.net PRESENT ZONING: Industrial Office Park (IOP) 2030 LAND USE PLAN: Office Industrial ACREAGE: 24.19 acres DENSITY: 0.17 F.A.R. Thompson Avenue Ventures, LLC 102 Jonathan Boulevard North, #200 Chaska, MN 55318 (952)368-9009 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site pIan. Th;.;. a quasi judicial decision. PROPOSAL/SUMMARY The developer is proposing an approximately 39,000 square -foot warehouse expansion to the M.A. Gedney pickle manufacturing facility located in southern Chanhassen. North of the site is vacant land in the City of Chaska and County Road 61. To the east is an electrical substation for Minnesota Valley Electric and a cemetery. South across Stoughton Avenue is Gedney Expansion September 21, 2010 Page 2 of 10 the Riverview Terrace mobile home park. To the west across Audubon Road are commercial businesses. Sewer service, at least for the office portion of the building, is provided by the City of Chaska. The processing waste water is treated in holding ponds constructed for the facility southeast of the site in the Minnesota River valley on property owned by M.A. Gedney on the south side of Stoughton Avenue. M.A. Gedney has its own well for water service. The site has been in operation as a pickle factory for several decades. The majority of the site has been previously altered. The building expansion is proposed in an area used for the storage of material and equipment. The proposed expansion continues the use of material from the existing building. In the future if urban services are available for the entire area, the vacant land on the north side of the building will develop, creating a visual barrier to the north side of the building. Prior to the development of the property, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property, and at that time determine whether the City of Chanhassen or Chaska should provide sewer service to the property. In anticipation of the redevelopment of this area, staff has also had discussions with the City of Chaska about extending Engler Boulevard as a connection to the north. Staff is recommending approval of the expansion subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 20, Article H, Division 6, Site Plan Review Chapter 20, Article XXII, "IOP" Industrial Office Park District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments BACKGROUND October 18, 1982, City Council approves Industrial Revenue Bond resolution for M.A. Gedney (#82-64) November 1979, City Council approves a sign variance to permit two signs on the industrial site. Gedney Expansion September 21, 2010 Page 3 of 10 May 1979, City Council approves 41,500 square -foot warehouse expansion, 6,000 square -foot sauerkraut manufacturing and 1,200 square -foot refrigeration storage (Planning Case P-125/ SPR #71-1). May 1972, Chaska -Chanhassen -Metropolitan Sewer Board enter into agreement to permit M.A. Gedney to continue to use Chaska sanitary sewer system. June 1968, City of Chaska and Village of Chanhassen enter into agreement to annex to Chanhassen and de -annex from Chaska land being purchased by M.A. Gedney for the plant operations. April 1, 1963, City of Chaska and M.A. Gedney enter into a sewer connection agreement. GENERAL SITE PLAN/ARCHITECTURE The proposed 39,000 square -foot, one-story, 26 - foot high expansion would extend the building to the east. The picture shows the area of expansion on the east end of the building. ARCHITECTURAL COMPLIANCE �11' ISM l�lri':�H illi - � ' ', lyllllll❑� ,� Sn PLM it --.-- 1' - 50'-0" -�+ PM NG Size Portion Placement The developer is proposing two overhead doors and two entry doors on the south elevation of the building as the initial phase of the expansion. Knock -out panels for an additional five overhead doors are shown on the plans for this elevation. There are two entry doors proposed on the east Gedney Expansion September 21, 2010 Page 4 of 10 side of the building and two on the north side of the building. The north elevation also has six knock -out panels for possible future openings, which could accommodate office space. Such conversion would require that sewer service be available for the offices. The developer should investigate the use of clerestory windows around the building expansion. These upper level windows would permit natural lighting within the storage area. Material and detail The developer is proposing the continuation of the white concrete masonry rock face block as the primary material for the building expansion. Bands of smooth face block are located at the top and bottom of the existing building and should be continued on the expansion. The building color is white. To avoid long unbroken expanses, buildings of more than 40 feet in width shall be divided into smaller increments (between 20 and 40 feet) through articulation of the facade. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. Height and Roof Design The building height is 25 feet to the roof with a one -foot parapet around the building. The roof is flat. At the present time, only a unit heater exhaust pipe is proposed. Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. Fagade Transparency For buildings that were built prior to September 24, 2001, the city will encourage the use of transparent windows or doors as part of any building expansion. However, provided the expansion, at a minimum, maintains the existing patterns and details of the existing building architecture, the proposed expansion would not be required to meet the 50 percent transparency requirement. The proposed expansion could contain significantly more openings should all the overhead doors and accesses be installed. Site Furnishing The developer will be required to provide at a minimum additional site landscaping. Gedney Expansion September 21, 2010 Page 5 of 10 Loading Areas, Refuse Area, etc. Access to the site is via Stoughton Avenue through existing curb cuts. The site is enclosed in its entirety by a chain link fence. Due to the existing configuration of the building, it is unfeasible to locate loading docks that are not visible by the public. Landscaping In calculating the planting requirement along the south property line, the developer excluded the driveway and electric easement widths. However, City requirement includes these linear distances in calculating the minimum requirement. Buffer yard requirements: The applicant does not meet the minimum requirements for buffer plantings. The developer shall increase the number of overstory trees by four. Staff recommends that the blue spruce and Redbud species be replaced from the City's approved list of landscape material. The developer shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. The applicant needs to confirm Red Blaze maple means the same as Autumn Blaze maple. Blue spruce should be changed to a white spruce variety, such as Black Hills. Redbud is marginally hardy. Staff recommends a crabapple variety, Japanese tree lilac or hawthorn for the understory trees. All ornamental trees must be at least one inch in diameter, not two feet tall. Lot Frontage and Parking location The parcel fronts on Stoughton Avenue and Audubon Road. The parking is distributed around the building to the northwest and south side of the existing structure. While additional spaces are shown just to the southeast of the expansion, these are proposed as proof of parking. No additional stalls are shown between the warehouse expansion and Stoughton Avenue. The number of additional parking stalls attributable to the expansion is 20 spaces. Lighting and Signage The proposed expansion installs two wall pac with cut-off shield lighting fixtures on the south side of the building. Required plantings Proposed plantings Bufferyard B — east prop. Line, 250' 2 Overstory trees 1 Overstory trees 4 Understory trees 6 Understory trees 6 Shrubs 3 Conifers 8 Shrubs Bufferyard C — south prop. Line, 218' 4 Overstory trees 1 Overstory trees 8 Understory trees 3 Understory trees 12 Shrubs 11 Shrubs The applicant does not meet the minimum requirements for buffer plantings. The developer shall increase the number of overstory trees by four. Staff recommends that the blue spruce and Redbud species be replaced from the City's approved list of landscape material. The developer shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. The applicant needs to confirm Red Blaze maple means the same as Autumn Blaze maple. Blue spruce should be changed to a white spruce variety, such as Black Hills. Redbud is marginally hardy. Staff recommends a crabapple variety, Japanese tree lilac or hawthorn for the understory trees. All ornamental trees must be at least one inch in diameter, not two feet tall. Lot Frontage and Parking location The parcel fronts on Stoughton Avenue and Audubon Road. The parking is distributed around the building to the northwest and south side of the existing structure. While additional spaces are shown just to the southeast of the expansion, these are proposed as proof of parking. No additional stalls are shown between the warehouse expansion and Stoughton Avenue. The number of additional parking stalls attributable to the expansion is 20 spaces. Lighting and Signage The proposed expansion installs two wall pac with cut-off shield lighting fixtures on the south side of the building. Gedney Expansion September 21, 2010 Page 6 of 10 No additional signage is proposed with the expansion. However, on-site directional signage may be required in the future. CK17&1911/\�C�i�1111\:i 11 y IOP Gedney Expansion Building Height 4 stories 1 story 50 feet 26 feet Building Setback N - 10' E - 10' N — 238' E - 27' W -30'S-30' W-33TS-195' Parking Stalls 213 stalls 211 stalls shown@ (Office 5/1,000 with 8,122 sq. ft. of office equals 41 stalls. Warehouse 1/1,000 for first 10,000, then 1/ 2,000 thereafter with 123,545 sq. ft. of warehouse equals 67 stalls. Manufacturing 1/employee on largest shift with 105 employees equals 105 stalls.) Hard Surface Coverage 70% 48.6% Lot Area 1 acre 24.2 acres @ The developer shall show that 213 parking stalls can be accommodated on site in compliance with City Code. MISCELLANEOUS The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. Compliance with Minnesota Accessibility Code (MSBC 1341) required. Detailed occupancy and building area -related code requirements cannot be reviewed until further information is provided. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Gedney Expansion September 21, 2010 Page 7 of 10 The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. A demolition permit is required for building removals that take place before the building permit for the addition is issued. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. DRAINAGE & EROSION CONTROL Chanhassen City Code § 19-141 states: "These development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Because of this, the developer must provide for treatment of runoff from the site including rate control and water quality treatment. In an effort to work with the developer in consideration of the existing site constraints, the developer was asked to provide this treatment for only an area equal to the size of the expansion. The consulting engineer suggests that they are considering not employing any stormwater treatment facilities. This would not be an acceptable alternative. A facility must be identified and preserved for the express purpose of treating stormwater runoff water quality per § 19- 144(3) a and b. "Newly constructed or modified detention basins shall provide storage volume below the outlet (dead storage) to allow for water quality treatment in accordance with the following, whichever is most restrictive: a. Water quality features meeting the MPCA NPDES construction permit for permanent stormwater management systems; b. Water quality treatment consistent with NURP criteria (90 percent removal of TSS and 60 percent removal of TP for a standard NURP particle size distribution); and/or" Further, this watershed discharges to an Outstanding Resource Value Water in Assumption Creek and must take steps to provide temperature control BMPs per the same section as well as per the City's MS4 permit and the NPDES Construction Permit. The less costly way to perform this would be to have an infiltration area with a discharge into a grass swale or other non- structural best management practice. Because of this need for a stormwater treatment facility, the total size of the disturbance is unknown but will exceed the footprint of the new addition. If this exceeds one acre, a National Pollution Discharge Elimination Permit will be required by the Minnesota Pollution Control Agency. Even if it does not exceed this threshold, a detailed erosion and sediment control plan is required by Chanhassen City Code. Gedney Expansion September 21, 2010 Page 8 of 10 Another consideration is that this discharge will leave the City of Chanhassen and enter into the City of Chaska. As a regulated MS4, we are required to account for all discharge points leaving our jurisdiction to assure that we are not contributing to a downstream problem as a result of this connection. It has been communicated by the City of Chaska that while the current stormwater design is not acceptable, an acceptable design on the site is achievable and can be addressed before a building permit is granted for the site plan design. Staff agrees with this assertion. RECOMMENDATION Staff and the Planning Commission recommend that City Council approve the proposed 39,000 square -foot, one-story warehouse expansion and adoption of the attached findings of fact and Feeeminendatien subject to the following conditions: Fire Marshal: 1. The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. City of Chaska: 2. A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006113C Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Gedney Expansion September 21, 2010 Page 9 of 10 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. Environmental Resource Specialist: 1. The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. Planner: 1. Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. 3. The developer should investigate the use of clerestory windows around the building expansion. 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. 7. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. Water Resource Coordinator: 1. The developer must provide rate control for an area equal to the addition. 2. The developer must provide water quality treatment for the same area. Gedney Expansion September 21, 2010 Page 10 of 10 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. 6. A drainage easement shall be recorded over the area of the parcel to be used for surface water treatment. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Site and Project Tabulations. 4. ALTA/ACSM Land Title Survey. 5. Reduced Copy Site Plan Dated May 12, 2010. 6. Reduced Copy Site Plan with Proposed Plan for Parking and Lighting. 7. Reduced Copy Building Elevations. 8. Reduced Copy Floor Plan. 9. Reduced Copy Grading & Drainage Plan. 10. Proposed Plan for Site Plantings dated 9/9/10. 11. Proposed Planting Schedule for Site Plantings dated 9/9/10. 12. Affidavit of Mailing Public Hearing Notice. gAplan\2010 planning cases\10.11 gedney site plan staff report gedney expansion.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Phillip D. Johnson and Thompson Avenue Ventures, LLC, for Site Plan Review for a 39,000 square -foot, one-story warehouse expansion in the Industrial Office Park District (IOP). On September 21, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Phillip D. Johnson and Thompson Avenue Ventures, LLC, for Site plan review for a 39,000 square -foot, one-story warehouse expansion for property located at 2100 Stoughton Avenue. The Planning Commission conducted a public hearing on the site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park District (IOP). 2. The property is guided by the Land Use Plan for Office Industrial use. 3. The legal description of the property is: See attached Exhibit A 4. Site Plan Findings: 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; Finding: The development of the site is consistent with the City's development guides and comprehensive plan. b. The proposed development is consistent with the site plan review requirements; Finding: The site 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 or developing areas; Finding: The propose expansion extends above a previously altered area enclosing a storage and parking area. The proposed development is 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; Finding: The development will be harmonious with the existing site buildings and features. 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; Finding: The proposed expansion is in a logical and practical location on the site. 2) The amount and location of open space and landscaping; Finding: The proposed expansion to the building only brings the building coverage of the site to 17 percent. Total hard cover is at 49 percent of the site. Additional landscaping shall be provided. 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 Finding: The proposed expansion continues the use of the existing building material. 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. Finding: Access to the site shall remain as exists. Parking areas and circulation comply with code requirements. 5) 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. Finding: Surface water is being directed to a storm water swale system. The building expansion is toward the electrical substation to the east. 5. The planning report, Planning Case #10-11 dated September 21, 2010, prepared by Robert Generous, et al, is incorporated herein. `A RECOMMENDATION The Planning Commission recommends that the City Council approve Planning Case #2010-11 for Site Plan approval for a 39,000 square -foot, one-story warehouse building expansion located at 2100 Stoughton Avenue. ADOPTED by the Chanhassen Planning Commission this 20 day of September, 2010. CHANHASSEN PLANNING COMMISSION Its Chairman LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest comer thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad; thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with the West line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described, said point also being in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwest comer of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along said Northerly right of way line 1676.9 feet, more or less, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the El West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the Yh Principal Meridian, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 58, in the office of the Carver County Recorder; thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Book 46 of Deeds, page 19, in the office of the Carver County Recorder; thence northerly along said west line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest corner thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest corner of the tract previously conveyed to American Sugar Company as described in Book 44 of Deeds at Page 8 thereof), which point is the true point of beginning of the tract conveyed; thence running South parallel with the West line of said Section 3, 272.18 feet to a point (which point is the Northwest corner of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right 142.42 feet to its intersection with the Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line; thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the East having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. (Abstract Property) Gel CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No. ` t('' ` I � CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 PLEASE PRINT CHANHASSEN PLAVNING DEPT Applicant Name and Address: Property Owner Name and Address: P14IL.L1P b J0445*16I- Ad?<�1-drrrCr TIIt2.000 261 A-';5WUC \%ampr:!s LI -' �JIlfp Ig -2 13LL,�12µ. *!�252� _dew 40FEF HN }f 2'1 I 3 -L383 Contact: FjiIL- JouNsokl Contact- J©eLoff I1�bF_F Phone72r451 ,_ IO1L Phone :DI 52• )&b,1too0I Fax:95a 3fo8-9010 Email: 126112dtohtisor7&4yvnclxst.ne.'1i Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — S200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" - S50 CUP/SPRNAC/VAR/WAP/Metes & Bounds - S450 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. 'Five (5) full-size folded copies of the plans must be submitted, including an 8'/3" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECTNAME: Auul 1 14VI-1 LOCATION: _��00 ii" ip Q 61 t- 11f IJ AaVC LEGAL DESCRIPTION AND PID: ISI p 25 Oo3o'700 T , TOTAL ACREAGE: lei ISL AG V�G-j WETLANDS PRESENT: YES NO PRESENT ZONING: 10 P I IJl'JU7191MIA I r>I%FIL� �9t= REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: FOR SITE PLAN REVIEW: Include number of existing employees: 1 Cj7 AVCar and new employees: D 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. ( /;,/,,- n � Ca 1!1r Zd�G7 Signat/re of 9 plicant Date 7-o l D Sign ure of Fee owner Date F PIM dormsdecelopraml revew apphcauon doc SCANNLD GEDNEY PLANT STOUGHTON AVENUE CHANHASSEN, MN SITE AND PROJECT TABULATIONS a. Size of parcel 1,053,533 square feet, 24.186 Acres b. Gross floor area, 178,349 sq. ft. main level, includes 2010 const. 440 sq. ft. -service buildings (3) (12,121 sq. ft. covered loading dock) (4,195 sq. ft. second level off.) Total buildings covering site (enclosed space) 178,789 sq. ft. c. Percent and area of site 178,789 sq. ft. of enclosed bldg., includes 2010 const. covered by building. 16.97% building coverage d. Percent and area of site pavement 192,741 sq .ft. covered by impervious surface. other impervious, ie gravel 140,400 sq .ft. Total impervious 333,141 sq ft (no enclosed space) 31.43% surface impervious, pvmt & gravel e. Percent and area of site parking/truck circulation, paved area 192,741 sq .ft. covered by parking area. 18.29% f. Projected number of employees. 105 employees average. As high as 135 employees g. Number of seats if intended use is a restaurant or place of assembly. h. Number of parking spaces 15-25% of employees walk from the residences to the Employees required. south of the property. normally Zoning ordinance parking requirement; on site office 5/1000 sq ft. - 5 X 8122/1000 = 41 off. 25 manufacturing; employees max shift = 105 mfg. 70 warehouse 10 for first 10,000 sf = 10 whse.-A 1 /2000 sf for remainder 113,545/2000 = 57 total required parking spaces = 208 TOTAL 104 i. Number of parking spaces handicap parking spaces of 208 spaces = 7 provided including handicapped. Total parking shown = 211 j. Height of all buildings and Buildings are 1 story at between 18' and 25' to the number of stories. rooftop. 4061 sq ft of the building has two stories of office space. k. Breakdown of buildng area: Building areas: office, manufacturing, office 8,122 sq. ft. 2 floors warehouse manufacturing 50,743 some related mfg off. (no retail or showroom area) warehouse 123,545 includes 2010 const. T. I It. R. 91 ALTA/ACSM LAND TITLE SURVEY dWO.09 DUD. st "I uy ' / , % .� 010 ...... I A I—T ................ ........... ... ILI L 4 ...... I A I—T ................ ........... ... nim Yae� v.m.. 1Ntl1d 1X8tl1p �^ E m UOWP Y muse 3118 I � •srarof 4/ I ' 1 _ w ... -=maw 6 Z \6 ul a • Z r ' Y ' rOY MOy00 yY � � �f I 1 1 O.4 on ..- ... 1 .11 JJ 111 W.I. t J.L 1 .1 269.63. 30 NXDM MIMS AIXFM ac + + 50.182.5p ft .70RAGE 12 fARD ZZ -Z,44 4U44 eq ft .... ...... ft 42102.7 *q ............. ............ \ 4061.0sq \50.783.7 ................. .............. M I LJi .141 143 A :�..T i— — — — ot� - 2*� s own 0". In f+[.( -f — — ftw ....... L :611 54 &Alva W. s TEN 3N SITE PLAN I It = 50 '-0" im 0 so Im im M 2w am PARKING 143 PARKNIG SPACES ARE SHOWN PROVIDED AT THE EXISTING PARKING AREA. THE DRAWING SHOWS THE PARKING ROUGHLY AS IS PRESENTLY USED. ADDITIONAL SPACES ARE SHOWN NEAR THE NEW ADDITION (38) AND TO THE WEST (30) ON EXISTING PAVED AREAS AS PROOF OF PARKING IF NEEDED. A 2007 AERIAL PHOTO BY MAPQUEST APPEARING TO BE TAKEN IN THE SUMMER AT ABOUT 9:OOAM SHOWS 72 CARS IN THE PARKING AREA. Pllwp MIL 111111slilt architect 9111 34th swenos mortk oloolopelft olvessels. 55421, 783 545 -1072 LIGHTING WALL PAC W/ CUT 16 OFF SHIELD AT 20' ABOVE GRADE. 2 THUS AT SOUTH SIDE OF BUILDING �77 I M.A. GEDNEY EXPANSION PROPOSED PLAN FOR PARKING AND LIGHTING -0 --------- - ---------------- ROOF RAN 1/$« m 11-0 ______..__f_____________________ _ FA.S___f_H__________ EVA710N lAr-1-0w . e.�«xu.In Vfx 4 x T� .��oWfnW _r r:W-i_M1Y 1__�� xvlunWM MWY. u� nlsnrwl � 1 lv�kvli�.v.Wnun aaramu. 1 nl_eWmrc¢a__ __ __ 1l`j 1®�sm.l vnwvuN. _ p' I�.I I® p Im �1 r- -- I 1 1 wuenMw.n�. 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I •�1 ) \ i 12.7 sq It story off ;1.0 sq ft '83.7 sq ft 107'-7" 121.90' \ 7998888 1 STEEL ME \\ SPRINKLE �1ROOF 42,244 sq ft PROPOSED BUILDING ADDITION 2010 39,2001SP /PROPOSED WALL PAC PARKING LIGHTING 24' ABOVE PVMT ea PBn120 2 4 ,o qOGs��' qr . SMT cFss oil 1 �F \ fit X11\ 1141'-0' V� � 1;;-• - 11 0 L.1 -RB Map �1 6 -&AM \ 1 3-Rdbd FRANCE S 55 5-WEun SW l vv 1NG �wmw ord'i 3-Rdbd 3-WEun 1-RBMa p c3-Rdbd 5-DwAM T O UGH TEN AVENUE \ �NCE o��Iz. PARTIAL SITE PLA ! UIP L 2=81t rdWe ItIl 34M Mrol ■�gttNis sdames , 55427, iNNE"OK& GEDNEY EXPANSION PROPOSED PLAN FOR SEPT 9, 10 713 545=118 SITE PLANTINGS 1 OF 2 NOTIE: Buffier requirement C.6-Off/Ind to Road includes two existing drive entrances of 50' and 20'. This length also includes a length of about 18 feet that is inside the Excel transmission tower clear zone (no change of grade within 25' of the tower). The remainig lengthof property to lant within is reduced to 130 lineal feet. Buffer requirement B.6-Off/Ind to Off/Ind is adhajacent to an Excel power station. I have used the distance of 250 feet back to the building line for the tabulation of plantings. This will screen the building face and driving area from traffic on Stoughton Avenue as effectively as can be done. The portion of the property to the north is yet to be developed and I do not think should be included in the planting requirement at this time. PLANTINGS SYMBOL ABREV COMMON NAME SIZE QUANTITY RBMaP RED BLAZE MAPLE 2 112" 2 canopy tree TRUNK deciduous BSP BLUE SPRUCE 6 FEET 3 conifer 11 0 Rdbd REDB D 2 FEET 9 understory deciduous WEun WINGED EUONYMUS 2 FEET 8 DwAM DWARF AMUR MAPLE 2 FEET 11 shrubbery other BLEND PEAT MOSS INTO SOILS AT PLANTING AREA. 2" DEEP WOOD MULCH OVER PLANT ROOT BALL. City of Chanhassen TABLE OF BUFFER YARD REQUIREMENTS Off/ Ind to Off/Ind. (Sideyard) BUFFERYARD; B .4 (30' depth, 250 LINEAR FEET) SHRUB UNDERSTORY TREE I CANOPY TREE CONIFER REQUIRED 2/100' - 5 2/100' - 5 1/100' - 2.5 TOTAL PLANTINGS 12.5 SHOWN 8 6 1 3 TOTAL PLANTINGS 18 Off/Ind to Road (Frontyard w/T.ransmission tower and drive entrance. BUFFERYARD; C'6 (30' depth, 130 LINEAR FEET) SHRUBUNDERSTORY TREE CANOPY TREE CONIFER REQUIRED 5/100' - 7 5/100' - 7 2/100' - 2.6 TOTAL PLANTINGS 16.6 SHOWN 11 3 TOTAL PLANTINGS 15 MIIWI• IL aril ltli 3M averse sari. ■leeespils, ■Ineseta. 55427, 763 545-1872 1 - M_A_ GEDNEY EXPANSION PROPOSED PLAN FOR SEPT 9, 10 SITE PLANTINGS 2 OF 2 City of Chaska Memorandum To: Bob Generous - Chanhassen From: Bill Monk — City Engineer Date: September 7, 2010 Subject: Gedney Warehouse Expansion Chaska does service the Gedney administrative offices with sanitary sewer. I am not aware that service has been extended into the existing warehouse and according to the plans, service is not intended to be provided to the proposed addition. A Met Council SAC determination will still be required and Chaska reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. I must admit, I am not aware of the parking situation at Gedney's but on-site parking of trucks and vehicles must be required and on -street parking prohibited. As noted in an email I received from Terry Jeffrey, the stormwater management plan needs work, however, treatment requirements can be achieved on-site. Please let me know if you have any questions WM:ms ONE CITY HALL PLAZA/CHASKA, MN 55318-1962/PH: (952) 448-28511 FX: (952) 440.9300 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on September 9, 2010, 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 the Gedney Warehouse Expansion — Planning Case 2010-11 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 this l3+"\ day of SoJ�errm 6e.-- 12010. I�O u ni1/10 Notary Pthlic., t KIM T. MEUWISSEN Notary Public -Minnesota '.� Ary rOmm"- Ezpims Jan 31. 2016 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 21, 2010 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 39,000 square -foot Proposal: warehouse expansion on property zoned Industrial Office Park IOP —M.A. Gedney Applicant: Phillip D. Johnson, Architect Property 2100 Stoughton Avenue Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/plan/10-11.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written Comments: 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 Procadure: • 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 501 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 commerciallindustrial. • 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 persons) • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: ' Tuesday, September 21, 2010 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 39,000 square -foot Proposal: warehouse expansion on property zoned Industrial Office Park IOP — M.A. Gedney Applicant: Phillip D. Johnson, Architect Property 2100 Stoughton Avenue Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1 • Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the proiect. 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/10-11.html. If you wish to talk to someone about this project, please contact Robert Generous 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 spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. ALL STEEL PRODUCTS CO ALLEN L BRAKEMEIER BRECONWOOD VILLAGE LLC PO BOX 73 450 LAKE VIRGINIA TRL 6500 CITY WEST PKWY #315 CHASKA MN 55318-0073 EXCELSIOR MN 55331-9772 EDEN PRAIRIE MN 55344-7732 CHASKA CITY CHASKA ECONOMIC DEV AUTH CHASKA GATEWAY LLC 1 CITY HALL PLAZA 1 CITY HALL PLZ 401 ROBERT ST N 4225 CHASKA MN 55318-1962 CHASKA MN 55318-1962 ST PAUL MN 55101-2008 CONNIE K PHILLIPS COSSETTE FAMILY LP NO 1 DEAN R & ELEANOR J WEST 1180 STOUGHTON AVE 2170 MIDLAND VIEW CT 1160 STOUGHTON AVE CHASKA MN 55318-2150 ROSEVILLE MN 55113-5304 CHASKA MN 55318-2150 DOCTORS PARK PARTNERSHIP FAYETTE FUNDING LTD PTRSHP FERRELLGAS LP 8500 TIGUA LN PO BOX 14000 ONE LIBERTY PLAZA CHANHASSEN MN 55317-9615 LEXINGTON KY 40512-4000 LIBERTY MO 64068-2970 GARY W DUNGEY HARRI J RINTA KENNETH J SCHULTZ 1910 STOUGHTON AVE 18025 KELLY LAKE RD 1026 SUNNY RIDGE DR CHASKA MN 55318-2218 CARVER MN 55315-9667 CARVER MN 55315-9355 LEE J LAMPHEAR MINNESOTA VALLEY ELEC CO-OP MRS PROPERTIES LLC 1260 STOUGHTON AVE 125 MINNESOTA VALLEY DR 1312 CREST DR CHASKA MN 55318-2153 JORDAN MN 55352-9369 CHASKA MN 55318-1710 RE TIRE II LLC REGAL CAR WASH XXXII ASSOC LLC RENEE JEAN OAKLEY 8500 COUNTY ROAD 42 8698 E SAN ALBERTO DR 1170 STOUGHTON AVE SAVAGE MN 55378-2249 SCOTTSDALE AZ 85258-4306 CHASKA MN 55318-2150 RONALD R OLSON SPEEDWAY SUPERAMERICA LLC ST JOHNS EVANG LUTH CHURCH 6970 INWOOD RD 539 MAIN ST S 300 4TH ST E COLOGNE MN 55322-9167 FINDLAY OH 45840-3229 CHASKA MN 55318-1830 STAR GROUP LLC STONE ARCH I - CHASKA LLC THOMAS A & STACY L DERNER 200 HIGHWAY 4 S 275 MARKET ST #439 4460 QUAAS AVE SLEEPY EYE MN 56085-1324 MINNEAPOLIS MN 55405-1658 WATERTOWN MN 55388-9347 TOM A &S C L DERNER PHILLIP D. JOHNSON ARCHITECT JOEL BUTT ENHOFF-THOMPSON 4460 QUAAS VE 9116 34TH AVE AVE VENTURES LLC WATERTO N 55388-9347 NEW HOPE MN 55427 CH JONATHAN BLVD N #200 CHASKA MN 55318 CITY OF CHANHASSEN SITE PLAN PERMIT #2010-11 SPECIAL PROVISIONS AGREEMENT dated October 11, 2010, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and Thompson Avenue Ventures, LLC, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 39,000 square -foot, one-story warehouse expansion (referred to in this Permit as the "project"). The land is legally described on the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: Site Plan prepared by Philip D. Johnson, dated August 19, 2010. Plan B: Grading, Drainage and Erosion Control Plan prepared by Mattke Surveying & Engineering, Inc., dated August 15, 2010. Plan C: Landscaping Plan prepared by Philip D. Johnson, dated September 9, 2010. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2011. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping and improvements. 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: Joel Buttenhoff Thompson Avenue Ventures, LLC 102 Jonathan Boulevard North, #200 Chaska, MN 55318 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 39,000 square -foot, one-story warehouse expansion subject to the following conditions: a. Fire Marshal: The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. b. City of Chaska: A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. 2 c. Building Official: The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. d. Environmental Resource Specialist: 1. The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. e. Planner: Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. 3. The developer should investigate the use of clerestory windows around the building expansion. 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 3 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. 7. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. f. Water Resource Coordinator: 1. The developer must provide rate control for an area equal to the addition. 2. The developer must provide water quality treatment for the same area. 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. 6. A drainage easement shall be recorded over the area of the parcel to be used for surface water treatment. S. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. 9 CITY OF CHANHASSEN IM �6 Thomas A. Furlong, Mayor Todd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 2010, 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 11t]AT01—re "s_1:1A Its STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2010 by , the Developer. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest comer thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad; thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with the West line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described, said point also being in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwest corner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along said Northerly right of way line 1676.9 feet, more or less, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company tight of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5`" Principal Meridian, described as follows: Commencing at the northwest corner of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 58, in the office of the Carver County Recorder; thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Book 46 of Deeds, page 19, in the office of the Carver County Recorder; thence northerly along said west line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest corner thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest corner of the tract previously conveyed to American Sugar Company as described in Book 44 of Deeds at Page 8 thereof), which point is the true point of beginning of the tract conveyed; thence running South parallel with the West line of said Section 3, 272.18 feet to a point (which point is the Northwest comer of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right 142.42 feet to its intersection with the Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line; thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non- tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the East having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. (Abstract Property) CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be wan -anted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. Gq 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. Severabilitv. 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. 10 I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too 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. 11 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 2010 STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2010, by DRAFTED BY: City of Chanhassen 7700 Marks Bmlevafd P. O. Box 147 Chznh�, MN 55317 (952)227-1100 12 NOTARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 2010. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 gAplant2010 planning cases\10-11 gedney site plan\site plan pennitAm 13 NOTARY PUBLIC PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve the site plan for a 39,000 square -foot, one-story warehouse expansion, plans prepared by Phillip D. Johnson, dated May 12, 2010, subject to the conditions of the staff report. And, Adoption of the findings of fact and recommendation." / SUMMARY OF REQUEST: The developer is requesting Site Plan Review for a 39,000 square -foot warehouse expansion — M.A. GEDNEY 61W , LOCATION: APPLICANT: 2100 Stoughton Avenue (PID: 25-0030700) Phillip D. Johnson 9116 30 Avenue North New Hope, MN 55427 (763)545-1072 phillindiohnsonAcomcast.net PRESENT ZONING: 2030 LAND USE PLAN: Industrial Office Park (IOP) Office Industrial ACREAGE: 24.19 acres DENSITY: 0.17 F.A.R. Thompson Avenue Ventures, LLC 102 Jonathan Boulevard North, #200 Chaska, MN 55318 (952)368-9009 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAL/SUMMARY The developer is proposing an approximately 39,000 square -foot warehouse expansion to the M.A. Gedney pickle manufacturing facility located in southern Chanhassen. North of the site is vacant land in the City of Chaska and County Road 61. To the east is an electrical substation for Minnesota Valley Electric and a cemetery. South across Stoughton Avenue is SCANNED Gedney Expansion September 21, 2010 Page 2of10 the Riverview Terrace mobile home park. To the west across Audubon Road are commercial businesses. Sewer service, at least for the office portion of the building, is provided by the City of Chaska. The processing waste water is treated in holding ponds constructed for the facility southeast of the site in the Minnesota River valley on property owned by M.A. Gedney on the south side of Stoughton Avenue. M.A. Gedney has its own well for water service. The site has been in operation as a pickle factory for several decades. The majority of the site has been previously altered. The building expansion is proposed in an area used for the storage of material and equipment. The proposed expansion continues the use of material from the existing building. In the future if urban services are available for the entire area, the vacant land on the north side of the building will develop, creating a visual barrier to the north side of the building. Prior to the development of the property, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property, and at that time determine whether the City of Chanhassen or Chaska should provide sewer service to the property. In anticipation of the redevelopment of this area, staff has also had discussions with the City of Chaska about extending Engler Boulevard as a connection to the north. Staff is recommending approval of the expansion subject to the conditions of the staff report APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXII, "IOP" Industrial Office Park District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments October 18, 1982, City Council approves Industrial Revenue Bond resolution for M.A. Gedney (#82-64) November 1979, City Council approves a sign variance to permit two signs on the industrial site. Gedney Expansion September 21, 2010 Page 3 of 10 May 1979, City Council approves 41,500 square -foot warehouse expansion, 6,000 square -foot sauerkraut manufacturing and 1,200 square -foot refrigeration storage (Planning Case P-125/ SPR #71-1). May 1972, Chaska -Chanhassen -Metropolitan Sewer Board enter into agreement to permit M.A. Gedney to continue to use Chaska sanitary sewer system. June 1968, City of Chaska and Village of Chanhassen enter into agreement to annex to Chanhassen and de -annex from Chaska land being purchased by M.A. Gedney for the plant operations. April 1, 1963, City of Chaska and M.A. Gedney enter into a sewer connection agreement. GENERAL SITE PLAN/ARCHITECTURE The proposed 39,000 square -foot, one-story, 26 - foot high expansion would extend the building to the east. The picture shows the area of expansion on the east end of the building. ARCHITECTURAL COMPLIANCE 3 wnu. -.f 143 { `� bf..,....) a �-••�. .. �..'TL1fGHTEN =_Q�.OE WEPLM SW-O"PAFKNG L Size Portion Placement The developer is proposing two overhead doors and two entry doors on the south elevation of the building as the initial phase of the expansion. Knock -out panels for an additional five overhead doors are shown on the plans for this elevation. There are two entry doors proposed on the east Gedney Expansion September 21, 2010 Page 4of10 side of the building and two on the north side of the building. The north elevation also has six knock -out panels for possible future openings, which could accommodate office space. Such conversion would require that sewer service be available for the offices. The developer should investigate the use of clerestory windows around the building expansion. These upper level windows would permit natural lighting within the storage area. Material and detail The developer is proposing the continuation of the white concrete masonry rock face block as the primary material for the building expansion. Bands of smooth face block are located at the top and bottom of the existing building and should be continued on the expansion. The building color is white. To avoid long unbroken expanses, buildings of more than 40 feet in width shall be divided into smaller increments (between 20 and 40 feet) through articulation of the facade. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. Height and Roof Design The building height is 25 feet to the roof with a one -foot parapet around the building. The roof is flat. At the present time, only a unit heater exhaust pipe is proposed. Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. Fagade Transparency For buildings that were built prior to September 24, 2001, the city will encourage the use of transparent windows or doors as part of any building expansion. However, provided the expansion, at a minimum, maintains the existing patterns and details of the existing building architecture, the proposed expansion would not be required to meet the 50 percent transparency requirement. The proposed expansion could contain significantly more openings should all the overhead doors and accesses be installed. Site Furnishing The developer will be required to provide at a minimum additional site landscaping. Gedney Expansion September 21, 2010 Page 5 of 10 Loading Areas, Refuse Area, etc. Access to the site is via Stoughton Avenue through existing curb cuts. The site is enclosed in its entirety by a chain link fence. Due to the existing configuration of the building, it is unfeasible to locate loading docks that are not visible by the public. Landscaping In calculating the planting requirement along the south property line, the developer excluded the driveway and electric easement widths. However, City requirement includes these linear distances in calculating the minimum requirement. Buffer yard requirements: The applicant does not meet the minimum requirements for buffer plantings. The developer shall increase the number of overstory trees by four. Staff recommends that the blue spruce and Redbud species be replaced from the City's approved list of landscape material. The developer shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. The applicant needs to confirm Red Blaze maple means the same as Autumn Blaze maple. Blue spruce should be changed to a white spruce variety, such as Black Hills. Redbud is marginally hardy. Staff recommends a crabapple variety, Japanese tree lilac or hawthorn for the understory trees. All ornamental trees must be at least one inch in diameter, not two feet tall. Lot Frontage and Parldng location The parcel fronts on Stoughton Avenue and Audubon Road. The parking is distributed around the building to the northwest and south side of the existing structure. While additional spaces are shown just to the southeast of the expansion, these are proposed as proof of parking. No additional stalls are shown between the warehouse expansion and Stoughton Avenue. The number of additional parking stalls attributable to the expansion is 20 spaces. Lighting and Signage The proposed expansion installs two wall pac with cut-off shield lighting fixtures on the south side of the building. Required plantings Proposed plantings Bufferyard B — east prop. Line, 250' 2 Overstory trees 1 Overstory trees 4 Understory trees 6 Understory trees 6 Shrubs 3 Conifers 8 Shrubs Bufferyard C — south prop. Line, 218' 4 Overstory trees 1 Overstory trees 8 Understory trees 3 Understory trees 12 Shrubs 11 Shrubs The applicant does not meet the minimum requirements for buffer plantings. The developer shall increase the number of overstory trees by four. Staff recommends that the blue spruce and Redbud species be replaced from the City's approved list of landscape material. The developer shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. The applicant needs to confirm Red Blaze maple means the same as Autumn Blaze maple. Blue spruce should be changed to a white spruce variety, such as Black Hills. Redbud is marginally hardy. Staff recommends a crabapple variety, Japanese tree lilac or hawthorn for the understory trees. All ornamental trees must be at least one inch in diameter, not two feet tall. Lot Frontage and Parldng location The parcel fronts on Stoughton Avenue and Audubon Road. The parking is distributed around the building to the northwest and south side of the existing structure. While additional spaces are shown just to the southeast of the expansion, these are proposed as proof of parking. No additional stalls are shown between the warehouse expansion and Stoughton Avenue. The number of additional parking stalls attributable to the expansion is 20 spaces. Lighting and Signage The proposed expansion installs two wall pac with cut-off shield lighting fixtures on the south side of the building. Gedney Expansion September 21, 2010 Page 6of10 No additional signage is proposed with the expansion. However, on-site directional signage may be required in the future. COMPLIANCE TABLE IOP Gedney Expansion Building Height 4 stories 1 story 50 feet 26 feet Building Setback N - WE - 10' N — 238' E - 27' W-30'5-30' W -337'S-195' Parking Stalls 213 stalls 211 stalls shown@ (Office 5/1,000 with 8,122 sq. ft. of office equals 41 stalls. Warehouse 1/1,000 for first 10,000, then 1/ 2,000 thereafter with 123,545 sq. ft. of warehouse equals 67 stalls. Manufacturing 1/employee on largest shift with 105 employees equals 105 stalls.) Hard Surface Coverage 70% 48.6% Lot Area 1 acre 24.2 acres @ The developer shall show that 213 parking stalls can be accommodated on site in compliance with City Code. MISCELLANEOUS The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. Compliance with Minnesota Accessibility Code (MSBC 1341) required. Detailed occupancy and building area -related code requirements cannot be reviewed until further information is provided. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Gedney Expansion September 21, 2010 Page 7 of 10 The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. A demolition permit is required for building removals that take place before the building permit for the addition is issued. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. DRAINAGE & EROSION CONTROL Chanhassen City Code § 19-141 states: "These development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Because of this, the developer must provide for treatment of runoff from the site including rate control and water quality treatment. In an effort to work with the developer in consideration of the existing site constraints, the developer was asked to provide this treatment for only an area equal to the size of the expansion. The consulting engineer suggests that they are considering not employing any stormwater treatment facilities. This would not be an acceptable alternative. A facility must be identified and preserved for the express purpose of treating stormwater runoff water quality per § 19- 144(3) a and b. "Newly constructed or modified detention basins shall provide storage volume below the outlet (dead storage) to allow for water quality treatment in accordance with the following, whichever is most restrictive: a. Water quality features meeting the MPCA NPDES construction permit for permanent stormwater management systems; b. Water quality treatment consistent with NURP criteria (90 percent removal of TSS and 60 percent removal of TP for a standard NM particle size distribution); and/or" Further, this watershed discharges to an Outstanding Resource Value Water in Assumption Creek and must take steps to provide temperature control BMPs per the same section as well as per the City's MS4 permit and the NPDES Construction Permit. The less costly way to perform this would be to have an infiltration area with a discharge into a grass swale or other non- structural best management practice. Because of this need for a stormwater treatment facility, the total size of the disturbance is unknown but will exceed the footprint of the new addition. If this exceeds one acre, a National Pollution Discharge Elimination Permit will be required by the Minnesota Pollution Control Agency. Even if it does not exceed this threshold, a detailed erosion and sediment control plan is required by Chanhassen City Code. Gedney Expansion September 21, 2010 Page 8 of 10 Another consideration is that this discharge will leave the City of Chanhassen and enter into the City of Chaska. As a regulated MS4, we are required to account for all discharge points leaving our jurisdiction to assure that we are not contributing to a downstream problem as a result of this connection. It has been communicated by the City of Chaska that while the current stormwater design is not acceptable, an acceptable design on the site is achievable and can be addressed before a building permit is granted for the site plan design. Staff agrees with this assertion. RECOMMENDATION Staff recommends that the Planning Commission approve the proposed 39,000 square -foot, one- story warehouse expansion and adoption of the attached findings of fact and recommendation subject to the following conditions: Fire Marshal: The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. City of Chaska: 2. A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Gedney Expansion September 21, 2010 Page 9 of 10 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. Environmental Resource Specialist: I . The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. Planner: 1. Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. 3. The developer should investigate the use of clerestory windows around the building expansion. 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. 7. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. Water Resource Coordinator: 1. The developer must provide rate control for an area equal to the addition. 2. The developer must provide water quality treatment for the same area. Gedney Expansion September 21, 2010 Page 10 of 10 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Site and Project Tabulations. 4. ALTA/ACSM Land Title Survey. 5. Reduced Copy Site Plan Dated May 12, 2010. 6. Reduced Copy Site Plan with Proposed Plan for Parking and Lighting. 7. Reduced Copy Building Elevations. 8. Reduced Copy Floor Plan. 9. Reduced Copy Grading & Drainage Plan. 10. Proposed Plan for Site Plantings dated 9/9/10. 11. Proposed Planting Schedule for Site Plantings dated 9/9/10. 12. Affidavit of Mailing Public Hearing Notice. 9:\plan\2010 plaooiog cases\10-11 gedney site plan\staff reportgedney mpansion.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Phillip D. Johnson and Thompson Avenue Ventures, LLC, for Site Plan Review for a 39,000 square -foot, one-story warehouse expansion in the Industrial Office Park District (IOP). On September 21, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Phillip D. Johnson and Thompson Avenue Ventures, LLC, for Site plan review for a 39,000 square -foot, one-story warehouse expansion for property located at 2100 Stoughton Avenue. The Planning Commission conducted a public hearing on the site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park District (IOP). 2. The property is guided by the Land Use Plan for Office Industrial use. 3. The legal description of the property is: See attached Exhibit A 4. Site Plan Findings: 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; Finding: The development of the site is consistent with the City's development guides and comprehensive plan. b. The proposed development is consistent with the site plan review requirements; Finding: The site 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 or developing areas; Finding: The propose expansion extends above a previously altered area enclosing a storage and parking area. The proposed development is 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; Finding: The development will be harmonious with the existing site buildings and features. 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; Finding: The proposed expansion is in a logical and practical location on the site. 2) The amount and location of open space and landscaping; Finding: The proposed expansion to the building only brings the building coverage of the site to 17 percent. Total hard cover is at 49 percent of the site. Additional landscaping shall be provided. 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 Finding: The proposed expansion continues the use of the existing building material. 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. Finding: Access to the site shall remain as exists. Parking areas and circulation comply with code requirements. 5) 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. Finding: Surface water is being directed to a storm water swale system. The building expansion is toward the electrical substation to the east. 5. The planning report, Planning Case #10-11 dated September 21, 2010, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve Planning Case #2010-11 for Site Plan approval for a 39,000 square -foot, one-story warehouse building expansion located at 2100 Stoughton Avenue. ADOPTED by the Chanhassen Planning Commission this 21" day of September, 2010. CHANHASSEN PLANNING COMMISSION BY: Its Chairman LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest corner thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad; thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with the West line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described, said point also being in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwest corner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along said Northerly right of way line 1676.9 feet, more or less, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. G7►111 Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5`" Principal Meridian, described as follows: Commencing at the northwest corner of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 58, in the office of the Carver County Recorder; thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Book 46 of Deeds, page 19, in the office of the Carver County Recorder; thence northerly along said west line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest corner thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest comer of the tract previously conveyed to American Sugar Company as described in Book 44 of Deeds at Page 8 thereof), which point is the true point of beginning of the tract conveyed; thence running South parallel with the West line of said Section 3, 272.18 feet to a point (which point is the Northwest comer of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right 142.42 feet to its intersection with the Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line; thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the East having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. (Abstract Property) 0 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant • Address- _A14IL-Lif'n WVr Contact: %41L, JyHtj Phone7A&jLr2i' 1 ?hI III 12a joc7e7n e. Planning Case No. - " - t CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 CtlAA14ACCCu OI "rn' et' • 1Ill ��� N_J1'�_ Em Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review _ Site Plan Review (SPR)' Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Welland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPRNAC/VARlWAP/Metes & Bounds - S450 Minor SUB TOTAL FEE$_1 . i 4 y ;ct Ciz� (i L An additional fee of 43.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. `Five (5) full-size folded copies of the plans must be submitted, including an 8Y:" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT n I/ LOCATION: 2 -loo -�;rnL>u&L4-rohj AV� LEGAL DESCRIPTION AND PID:Aa k t D hI R 25 od30 700 TOTAL ACREAGE: 2LI 1 I SL %G f? GS WETLANDS PRESENT: YES NO PRESENT ZONING: ICJ P E2-gk— REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: FOR SITE PLAN REVIEW: Include number of existing employees: ICJt2 AVIA and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. ,i tJ a, 2ci I q Signature of plicant Date f'-� �hG a T jvn ®Nwdn S 11T 17-01c, Sign ure of Fee Owner Date ¢_�planfo developmmt rnim application doc SCANNED GEDNEY PLANT STOUGHTON AVENUE CHANHASSEN, MN SITE AND PROJECT TABULATIONS a. Size of parcel 1,053,533 square feet, 24.186 Acres b. Gross floor area, 178,349 sq. ft. main level, includes 2010 const. 440 sq. ft. -service buildings (3) (12,121 sq. ft. covered loading dock) (4,195 sq. ft. second level off.) Total buildings covering site (enclosed space) 178,789 sq. ft. c. Percent and area of site 178,789 sq. ft. of enclosed bldg., includes 2010 const. covered by building. 16.97% building coverage d. Percent and area of site pavement 192,741 sq .ft. covered by impervious surface. other impervious, ie gravel 140,400 sq .ft. Total impervious 333,141sq ft (no enclosed space) 31.43% surface impervious, pvmt & gravel e. Percent and area of site parking/truck circulation, paved area 192,741 sq .ft. covered by parking area. 18.29% f. Projected number of employees. 105 employees average. As high as 135 employees g. Number of seats if intended use is a restaurant or place of assembly. h. Number of parking spaces 15-25% of employees walk from the residences to the Employees required. south of the property. normally Zoning ordinance parking requirement; on site office 5 /10 00 sq ft. - 5 X 8122/1000 = 41 off. 25 manufacturing; employees max shift = 105 mfg. 70 warehouse 10 for first 10,000 sf = 10 whse.—A 1 /2000 sf for remainder 113,545/2000 = 57 total required parking spaces = 208 TOTAL 104 i. Number of parking spaces handicap parking spaces of 208 spaces 7 provided including handicapped. Total parking shown = 211 j. Height of all buildings and Buildings are 1 story at between 18' and 25' to the number of stories. rooftop. 4061 sq ft of the building has two stories of office space. k. Breakdown of buildng area: Building areas: office, manufacturing, office 8,122 sq. ft. 2 floors warehouse manufacturing 50,743 some related mfg off. (no retail or showroom area) warehouse 123,545 includes 2010 const. ALTA/ACSM LAND TITLE SURVEY .100 =00.60 DUD Y1ILS UNE, SEC. 3 el Ap PER - $0410 : Z�- -wit MDO or. E. XM A Aso .. ... ..... .. I �+BI 'VHBYHa. __ rY NmrY LNVld V)HWW G7M ONH I�J190 NVId as u0R1PPV 3MS n\ w r IZ \A- LU 8 \ Y , f f 0 d py Nov ".. nv 4M WALL PAC CUT I OFF SHIELD AT 20' A ABOVE GRADE. 2 THUS AT SOUTH �r1.L11.L11.4d.I11 JJII:l1J.IJ.II.1.tJt 30 pa— I TORAOF IARD I + + +1 I •A66p.U. W/WOY l I,Q xb' lots 50,182.5 sq R .I.III.IJ.H.I.Il.i1.1.•I'.Id �•J.N.1.�_I�);I��,aj .Il.l I'] 143 I'Itrr r m ••. .U�.1.J.11.1.1.1.1.6 ]`• 11t.�:r:Ff��"F111 f1:.rlef,l f, FI,F1:Pi xYm \ \ 42102.7 6q R wo 4061.0 a4 R D 50,783.7 q -R , \ \ 1 \ 42,244 aq R \ 2.ow �- 1.. 11420.71 . _ 'ate e1154 TEN p� SITE PLAN \ M ° . M M PARKING 143 PARKNG SPACES ARE SHOWN PROVIDED AT THE EXISTING PARKING AREA. THE DRAWING SHOWS THE PARKING ROUGHLY AS IS PRESENTLY USED. ADDITIONAL SPACES ARE SHOWN NEAR THE NEW ADDITION (38) AND TO THE WEST (30) ON EXISTING PAVED AREAS AS PROOF OF PARKING IF NEEDED. A 2007 AERIAL PHOTO BY MAPQUEST APPEARING TO BE TAKEN IN THE SUMMER AT ABOUT 9:OOAM SHOWS 72 CARS IN THE PARKING AREA. PIIWP Q IsBNS@K arckitect 8111 34tr move urtk mdomeslolls, mlumsets, 55421, 763 545-1012 1 LIGHTING WALL PAC CUT OFF SHIELD AT 20' A ABOVE GRADE. 2 THUS AT SOUTH SIDE OF BUILDING M.A. GEDNEY EXPANSION PROPOSED PLAN FOR PARKING AND LIGHTING I I A ' ` �/ x n u. r.rwx�an x'.R � 4- .................... 'w"' mm�� ln..w •nm xnR Ww r i rw Ww I r.mmu __ _ __ AL ____ _____ � �_t• I�xw I I fm..wm.l •r��T�-T� x ll Y Y ® Im 1 • I I I I 1 I® ® to ® ®1 • I 1 mWw• _ Wr/•V I I �XOulnuanx• C JL RDOR RAN so= El"ATM VS -1-0a RVWIN _ _ _ _ _ _ _ .•r {ii1 .IM1mXow _ NLL T Yn. WXx R•M1mxM1•'°'aae W BYO amWXMa m Inti An ^NRv9 w ROIIW �mo' •RW lw a6nY - - EAff El"ATM 1/!w -1'-0a V "'--------" " ___ _____________ F DGTING AMMON —;--BUILDING 3 E .•r {ii1 I "'--------" " ___ _____________ F DGTING AMMON —;--BUILDING 3 E � YA�o ao — � = INVId VNSVHO ��l vxx '9=6g" 01 UORIPPV NOW .1 low - -- - ------- f -------- ------------ ---------- --------- .... ..... ....... — ...... - ---------- - ---------- --------- . .......... - - - - - - - - - - ----------- - ----- - - --- -- . .. ..... - - -------- ---------- - 11 — , "- ----------- ---------- - - -------- ........... ------- ---------- . .......... . ......... I.- ............ ---------- O ------ ------------ MMO—SHUSOG -------------- cp 1p a 3 --- -------- ....... ---------------- ------------------ .............................. ...... - — - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ---- -i>---- - low - -- - ------- f -------- ------------ ---------- --------- .... ..... ....... — ...... - ---------- - ---------- --------- . .......... - - - - - - - - - - ----------- - ----- - - --- -- . .. ..... - - -------- ---------- - 11 — , "- ----------- ---------- - - -------- ........... ------- ---------- . .......... . ......... I.- ............ ---------- O ------ ------------ MMO—SHUSOG -------------- �i ' i O�PPP PP PP 00 s � „ O P ,rr oR9Pxlc eceLe i r /r s' -- r / ----_--_ OMi'tM9 EaNmMt __+_'_ —________ YSUM 5arN5b9 in9bMYq, Yle, 599 Now1Nam Road � Lino LWec MN 55014 �9/��' t9 m liauvowra�s _ _ w uw..woae nr (612) >d3-o]ooIF .1'-50' i )2.7 sq It story off @ ;1.0 Sq ft 183.7 sq ft 1071-711 121.90' x_141'-0' low an 198 STEEL TEI -L ME P RIN�K I NLE ,?1' ROOF 42,244 sq ft 1 -RB Map PROPOSED BUILDING ADDITION 2010 39,200 SlIA PROPOSED WALL PAC PARKING LIGHTING 24' ABOVE PVWT r .1 - 5 1. " "N- - 5 �0��fj: YY -,,.,,1N6 ... I 3-Rdbd .3:WEu'n �l -RBMap � -Rdbd ,5-DwAm UUGHTEN A VE m m NUE PARTIAL SITE PLAN 1 50.-0., so 0 5j,110010JO 1 1"0 250 300 M -A- GEDNEY EXPANSION MLw I AMR gremm PROPOSED PLAN FOR SEPT 9, 10 Ims SM mm" own wimmmelft mlmm&20s SNA27 722 rL&S'- 12" 'QITl: PI AfJTlKJr.q I M 9 i r NOTIE: Buffer requirement C.6-Off/Ind to Road includes two existing drive entrances of 50' and 20'. This length also includes a length of about 18 feet that is inside the Excel transmission tower clear zone (no change of grade within 25' of the tower). The remainig lengthof property to lant within is reduced to 130 lineal feet. Buffer requirement B.6-Off/Ind to Off/Ind is adhajacent to an Excel power station. I have used the distance of 250 feet back to the building line for the tabulation of plantings. This will screen the building face and driving area from traffic on Stoughton Avenue as effectively as can be done. The portion of the property to the north is yet to be developed and I do not think should be included in the planting requirement at this time. PLANTINGS SYMBOL ABREV COMMON NAME SIZE QUANTITY RBMap RED BLAZE MAPLE 71 /2" 2 canopy tree TRUNK deciduous BSp BLUE SPRUCE 6 FEET 3 conifer Rdbd REDB D 2 FEET 9 understory deciduous WEun WINGED EUONYMUS 2 FEET 8 DwAM DWARF AMUR MAPLE 2 FEET 11 shrubber other BLEND PEAT MOSS INTO SOILS AT PLANTING AREA. 2" DEEP WOOD MULCH OVER PLANT ROOT BALL. City of Chanhassen TABLE OF BUFFER YARD REQUIREMENTS Off/ Ind to Off/Ind. (Sideyard) BUFFERYARD; B .4 (30' depth, 250 LINEAR FEET) SHRUB UNDERSTORY TREE REQUIRED 121100, - 5 2/100' - 5 TOTAL PLANTINGS 12.5 SHOWN 8 6 TOTAL PLANTINGS 18 Off/Ind to Road BUFFERYARD; C :6 CANOPY TREE 1/100'-2.5 1 CONIFER (Frontyard w/T.ransmission tower and drive entrance. (30' depth, 130 LINEAR FEET) SHRUB UNDERSTORY TREE CANOPY TREE CONIFER REQUIRED 5/100' - 7 5/100' - 7 2/100' - 2.6 TOTAL PLANTINGS 16.6 SHOWN3 1 TOTAL PLANTINGS 15 IO M.A. GEDNEY EXPANSN PROPOSED PLAN FOR SEPT 9, 10 SITE PLANTINGS 2 OF 2 11 PnlwP a IeIllsIll, SM11111lna 2110 aar ■v■..e ■IIHf)ti ■I■■■■■Iwi: lilq■f■n. 55447. 753 545 -1012 City of Chaska Memorandum To: Bob Generous - Chanhassen From: Bill Monk — City Engineer Date: September 7, 2010 Subject: Gedney Warehouse Expansion Chaska does service the Gedney administrative offices with sanitary sewer. I am not aware that service has been extended into the existing warehouse and according to the plans, service is not intended to be provided to the proposed addition. A Met Council SAC determination will still be required and Chaska reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. I must admit, I am not aware of the parking situation at Gedney's but on-site parking of trucks and vehicles must be required and on -street parking prohibited. As noted in an email I received from Terry Jeffrey, the stormwater management plan needs work, however, treatment requirements can be achieved on-site. Please let me know if you have any questions WM:ms ONE CITY HALL PLAZAICHASKA, MN 55318-1962)PH: (952) 448-28511 FX: (952) 448.9300 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being fust duly sworn, on oath deposes that she is and was on September 9, 2010, 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 the Gedney Warehouse Expansion — Planning Case 2010-11 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. n en J. Ent!dt, Deoty Clerk Subscribed and sworn to before me this i3t" day of SypAf m Ger- 12010. Notary P :IM T. MEUWISSEN otary Public -Minnesota --"— E*km Jn 31, 2011 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 21, 2010 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for Site Plan Review for a 39,000 square -foot Proposal: warehouse expansion on property zoned Industrial Office Park Gedne Applicant: Phillip D. Johnson, Architect Property 2100 Stoughton Avenue Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen,mn.us/sere/plan/10-11.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@cj.chanhassen.mn.us or by 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 tothe 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 pad 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, lend use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUindustrial. • 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 thereortplease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 21, 2010 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 39,000 square -foot Proposal: warehouse expansion on property zoned Industrial Office Park IOP — M.A. Gedney Applicant: Phillip D. Johnson, Architect Property 2100 Stoughton Avenue 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 W Wthe public hearing through the following steps: at 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.chanhasson.mn.us/sery/plan/­l 0-1 J.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous0ci.chanhassen.mmus or by 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, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the city Council except rezonings and land use amendments from residential to commercial/indusldal. • Minnesota Stale Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included In the report, please contact the Planning Staff person named on the notification. ALL STEEL PRODUCTS CO ALLEN L BRAKEMEIER BRECONWOOD VILLAGE LLC PO BOX 73 450 LAKE VIRGINIA TRL 6500 CITY WEST PKWY #315 CHASKA MN 55318-0073 EXCELSIOR MN 55331-9772 EDEN PRAIRIE MN 55344-7732 CHASKA CITY CHASKA ECONOMIC DEV AUTH CHASKA GATEWAY LLC 1 CITY HALL PLAZA 1 CITY HALL PLZ 401 ROBERT ST N #225 CHASKA MN 55318-1962 CHASKA MN 55318-1962 ST PAUL MN 55101-2008 CONNIE K PHILLIPS COSSETTE FAMILY LP NO 1 DEAN R & ELEANOR J WEST 1180 STOUGHTON AVE 2170 MIDLAND VIEW CT 1160 STOUGHTON AVE CHASKA MN 55318-2150 ROSEVILLE MN 55113-5304 CHASKA MN 55318-2150 DOCTORS PARK PARTNERSHIP FAYETTE FUNDING LTD PTRSHP FERRELLGAS LP 8500 TIGUA LN PO BOX 14000 ONE LIBERTY PLAZA CHANHASSEN MN 55317-9615 LEXINGTON KY 40512-4000 LIBERTY MO 64068-2970 GARY W DUNGEY HARRI J RINTA KENNETH J SCHULTZ 1910 STOUGHTON AVE 18025 KELLY LAKE RD 1026 SUNNY RIDGE DR CHASKA MN 55318-2218 CARVER MN 55315-9667 CARVER MN 55315-9355 LEE J LAMPHEAR MINNESOTA VALLEY ELEC CO-OP MRS PROPERTIES LLC 1260 STOUGHTON AVE 125 MINNESOTA VALLEY DR 1312 CREST DR CHASKA MN 55318-2153 JORDAN MN 55352-9369 CHASKA MN 55318-1710 RE TIRE II LLC REGAL CAR WASH XXXII ASSOC LLC RENEE JEAN OAKLEY 8500 COUNTY ROAD 42 8698 E SAN ALBERTO DR 1170 STOUGHTON AVE SAVAGE MN 55378-2249 SCOTTSDALE AZ 85258-4306 CHASKA MN 55318-2150 RONALD R OLSON SPEEDWAY SUPERAMERICA LLC ST JOHNS EVANG LUTH CHURCH 6970 INWOOD RD 539 MAIN ST S 300 4TH ST E COLOGNE MN 55322-9167 FINDLAY OH 45840-3229 CHASKA MN 55318-1830 STAR GROUP LLC STONE ARCH I - CHASKA LLC THOMAS A & STACY L DEFINER 200 HIGHWAY 4 S 275 MARKET ST #439 4460 QUAAS AVE SLEEPY EYE MN 56085-1324 MINNEAPOLIS MN 55405-1658 WATERTOWN MN 55388-9347 TOM A & S C L DEFINER PHILLIP D. JOHNSON ARCHITECT JOEL BUTTENHOFF-THOMPSON 4460 QUAAS VE 9116 34TH AVE AVE VENTURES LLC 102 WATERTO N 55388-9347 NEW HOPE MN 55427 CH JONATHAN BLVD N #200 CHASKA MN 55318 PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve the site plan for a 39,000 square -foot, one-story warehouse expansion, plans prepared by Phillip D. Johnson, dated May 12, 2010, subject to the conditions of the staff report. And, Adoption of the findings of fact and recommendation." SUMMARY OF REQUEST: The developer is requesting Site Plan Review for a 39,000 square -foot warehouse expansion — M.A. GEDNEY I , o , LOCATION: APPLICANT: 2100 Stoughton Avenue (PID: 25-0030700) Phillip D. Johnson 9116 30 Avenue North New Hope, MN 55427 (763)545-1072 phillipdiohnsona.comcast.net PRESENT ZONING: 2030 LAND USE PLAN: Industrial Office Park (IOP) Office Industrial ACREAGE: 24.19 acres DENSITY: 0.17 F.A.R. Thompson Avenue Ventures, LLC 102 Jonathan Boulevard North, #200 Chaska, MN 55318 (952)368-9009 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi judicial decision. PROPOSAL/SUMMARY The developer is proposing an approximately 39,000 square -foot warehouse expansion to the M.A. Gedney pickle manufacturing facility located in southern Chanhassen. North of the site is vacant land in the City of Chaska and County Road 61. To the east is an electrical substation for Minnesota Valley Electric and a cemetery. South across Stoughton Avenue is sr', Gedney Expansion September 21, 2010 Page 8 of 10 Another consideration is that this discharge will leave the City of Chanhassen and enter into the City of Chaska. As a regulated MS4, we are required to account for all discharge points leaving our jurisdiction to assure that we are not contributing to a downstream problem as a result of this connection. It has been communicated by the City of Chaska that while the current stormwater design is not acceptable, an acceptable design on the site is achievable and can be addressed before a building permit is granted for the site plan design. Staff agrees with this assertion. RECOMMENDATION Staff recommends that the Planning Commission approve the proposed 39,000 square -foot, one- story warehouse expansion and adoption of the attached findings of fact and recommendation subject to the following conditions: Fire Marshal: 1. The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. City of Chaska: 2. A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an `unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Affidavit of Publication CITY OF CHANHASSEN Southwest Newspapers CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING State of Minnesota) PLANNING CASE NO. 2010-11 NOTICE IS HEREBY GIVEN )SS. that the Chanhassen Planning Commission will hold a public County of Carver ) hearing on Tuesday, September 21, 2010, at 7:00 p.m. in the Council Chambers in Chanhassen CityHaB, 7700 Market Blvd. The purpose of this hearing is to consider a request Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized for Site Plan Review for a 39,000 agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- square-foot warehouse expansion lager and has full knowledge of the facts herein stated as follows: on property zoned Industrial Office Park (IOP) locmedat 2100 Stoughton (A) These newspapers have complied with the requirements constituting qualification as a legal Avenue-M.A.Gedney. Applicant: D. Phillip D. Johnson, Architect. newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Owner: Thompson Avenue amended. Ventures, LLC. A plan showing the location of the (B) The printed public notice that is attached to this Affidavit and identified as No. proposal is available for public was published on the date or dates and in the newspaper stated in the attached Notice and said review on the City's web site at Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of www,d&hanhassen.mn.us/serv/ the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both plan/10-11.1itml or at City Hall inclusive, and is hereby acknowledged as being the kind and size of type used in the composition during regular business hours. and publication of the Notice: All interested persons are invited to attend this public hearing and abcdefghijklmnopgrstu z express their opinions with to this proposal. 'w Robert Generous, Senior Planner 7Lr/l.respect 404� Email "/�V'"' t/[ -' bgenerousCaci.chanhassen.mn.us Laurie A. Hartmann Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, September 9, 2010: No. 9923) Subscribed and sworn before me on this aLday of 2010 ,. JYMME J. BARK NOTARY PUBLIC - MINNESOTA My Commission Expires 01/31/2013 'd. 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 ............................................... $12.59 per column inch SCANNED Chanhassen City Council - October 11, 2010 Mayor Furlong: If not, if somebody would like to make a motion. Councilman Litsey. Councilman Litsey: Sure. Make a motion approve the request for an on -sale intoxicating liquor license for Apple Minnesota LLC, Applebee's Neighborhood Bar and Grill at 590 West 79th Street. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: I'll second. Mayor Furlong: Made and seconded. Any discussion on that motion? Hearing none, proceed with the vote. Councilman Litsey moved, Councilman McDonald seconded that the City Council approve the request for an on -sale intoxicating liquor license for Apple Minnesota LLC, Applebee's Neighborhood Bar and Grill at 590 West 79`" Street. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Mayor Furlong: We could take another recess or move onto our next item. Let's just go. Audience: Can I ask, is a caterer have intoxicating liquor or not? If you have a catering. Mayor Furlong: We're getting all sorts of questions. Todd Gerhardt: Free legal advice. Roger Knutson: It depends upon what's in the keg but assuming it's beer, beer would not be called intoxicating liquor, which is not to say it isn't intoxicating liquor. It's not labeled intoxicating liquor. It's labeled beer. Now there's two types of beer. Strong beer and 3.2 beer. Councilwoman Ernst: Oh my gosh. Mayor Furlong: Thank you. Roger Knutson: You're welcome mayor. M.A. GEDNEY COMPANY EXPANSION: REQUEST FOR SITE PLAN REVIEW FOR A 39,000 SOUARE FOOT WAREHOUSE ADDITION. 2100 STOUGHTON AVENUE. Kate Aanenson: Thank you. Again this is a request for Gedney Pickles for an expansion. Shown on the site plan is the location. This is the very southern portion of the city. Bordering Chaska. If you can see on the yellow here where this is located. Again the most southerly part of the city. This property is actually bordered by, there's a little narrow piece of Chaska here. I'll show this in a little bit more detail and then most recently we did the Minnesota Valley Electric substation was built next to that most recently down in this area. And then this is the !I7 Chanhassen City Council - October 11, 2010 subject site right here. I just want to talk a little bit about some long term planning in this area. In working with Chaska we've looked at Highway 10 coming down and providing access to all this property here in front. That driveway could service, actually coming back to behind the property here where we just approved kind of the storage units back in that area. There is potential development property down in there so how we provide access. Again working with Chaska extending 10 into that area so not all access would have to be off of Stoughton. There is also when Chaska upgraded Audubon Road there is access to the Gedney property on this site so there is potential development so what I wanted to point out with this application, when I showed the site plan, there is potential development adjacent to now Flying Cloud. Was County Road 61 and then in addition we work with Chaska for the, that's kind of the window, the front part of that so we have been in communication. Gedney Pickles has kind of laid out an ultimate development plan but at this time not going forward with that. Just doing the expansion to the building itself so it is bordered on all sides, really except for the Minnesota Valley Electric, by the city of Chaska. So again the site plan request is for 39,000 square feet and the Planning Commission did hold a public hearing on September 21". They did vote 5 to 0 to approve the application. The expansion as proposed would be immediately to the east of the property. The last expansion that was done on this site, shown here in pink, was in 1979 and I'll just give you a little bit of a pictorial kind of the area itself. This is the original Gedney. I'll go down and show you right here the first expansion going back into, well our records show the 60's. This expansion here. And then this shows a little bit closer up again the city limits. When this expansion did occur the City of Chaska did provide sewer and they are providing sewer into the future with this addition. So this is currently again how it sits on the site. Again kind of surrounding the Chaska area. There is additional access off of this Crystal Lane. Again we do always look at the big picture. Seeing how the pieces all fit together. Providing additional access to the north for development along this. Again they've got excellent frontage on a collector street and then again providing access to that property behind the storage units will be sometime when we're down there in the future with sewer that that can be developed into the future. So the expansion again would be taking place immediately in this area right here. Currently this is how the site looks. This would be the area view from Stoughton. Again this area is adjacent to a high tension power line and I'll show that in a little more detail. The Planning Commission had a couple questions on that. This is the building elevation itself. It would match the existing building which is a cut face block. Painted white and I'll show you that in a little bit more detail. This would be the front looking across from County Road, which is now 61. Kind of that cut face rough block masonry unit which would be painted white. And then this is again the side of the building where there is outdoor storage. One of the requirements again would be the additional landscaping on the site. As I mentioned before we have the concrete rock face. Additional landscaping. The 39,000 square feet 26 feet high so the big issue then that we are working with, with this site plan itself is just the storm water runoff and then working through with the City of Chaska. They would be applying for their connection fees through the City of Chaska. And again this is the front of the building which I showed you kind of zeroed in on that. Again this is the area where the expansion would occur so there could be potential additional development in front and they've looked at some other uses. This is guided office industrial so it is consistent with the existing zoning. It could have gone through an administrative approval but it's larger than the percentage allowed by the City Code to do administrative approval. One of the issues that the Planning Commission had, you can see the brown stripes that are on the site. There is a high tension power line that currently runs over the M U-0 :n -)s Chanhassen City Council - October 11, 2010 building. The new addition is not underneath the building. Excuse me, the easement is just to the east of that easement so they're outside of that. Even so they would work through any permitting that they would need to get the additional construction. So then lastly because this site was built a number of years ago, 30-40 years ago, there wasn't a lot of storm water runoff so what we're trying to ... with this plan and trying to be efficient in how we're working that, is they're actually doing on site storm water kind of draining all that property which I showed you between 61 or old 212 and this site to accommodate the storm water runoff on site and channeling. Chaska had some concerns but between working between now and the issue of the building permits, they're getting ready to go. We're trying to expedite that here the next week or two. Get that in place. The site plan agreement. Get the sewer assessment through Chaska that we would accommodate then, as would Chaska, looking at the numbers accommodating just the storm water kind of trenching on site to accommodate, they've got plenty of land to make that happen. So with that the Planning Commission did recommend approval so we are recommending the City Council that they approve the square foot addition and as stated in the staff report and adoption of Findings of Fact and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Any questions for staff? Were there any components that didn't meet requirements? I noticed there was an issue about parking spaces but I'm sure there's. Kate Aanenson: There's plenty of parking on site, correct. Mayor Furlong: Yeah, okay. So all material matters this meets the ordinance? Kate Aanenson: Correct. And I think the only concern that the Planning Commission had a little issue with, there was just some ambiguity in the wording of that. Chaska needed, wanted to be also, because they're reviewing the plans. Because they are providing the sewer, that everything was in conformance and the big issue there was the storm water but we've worked through that issue. Mayor Furlong: And I noticed there is one of the recommended conditions. Kate Aanenson: Is modified. Mayor Furlong: Is specific to the City of Chaska with regard to the Metropolitan Council SAC fees. Kate Aanenson: That's correct. Mayor Furlong: Okay. Is that property to the north, is that. Kate Aanenson: This piece? Mayor Furlong: Is that within the boundaries of the city of Chanhassen? RA Chanhassen City Council - October 11, 2010 Kate Aanenson: This property to the north is actually the abandoned right-of-way for the railroad tracks and that is actually under the city of Chaska has jurisdiction over that property. Mayor Furlong: Okay. Alright. Very good. Any other questions for staff at this time? If not, Mr. Johnson is here representing the applicant. Anything you'd like to address to the council this evening Mr. Johnson? Mr. Johnson: Not unless there's some questions. Mayor Furlong: Okay, thank you. Any questions for the applicant? Okay. Very good. Let us go ahead then for the council and bring it back to the council for any thoughts or comments. Seems fairly straight forward. It's nice to see a business looking to expand within town and that's always something that we're looking to do and accommodate and it sounds like they've been very accommodating trying to upgrade some of the features such as storm water management that weren't there at the time that the building was. Kate Aanenson: Right and that's a delicate kind of thing because the property will be expanded in the future so, and it's going to, it's cosmetically they'll be screened in the future so we're trying to allow them to accommodate the expansion needs and then as they continue to grow on that property, address that at a future date. Mayor Furlong: And I think that's the issue, especially with the easement. We don't want that to be, get in the way of allowing a business to continue to expand. I mean we look for other opportunities in the future. Kate Aanenson: Correct. Mayor Furlong: It would not be something that I think we expect to be a permanent but more a temporary. Any other thoughts or comments? Councilman McDonald: I see that the pickle business is doing well. Mayor Furlong: And with that comment Mr. McDonald, would you like to make the motion? Councilman McDonald: Sure I'll make, I've got to go up here to the top. Okay I will make the motion that the Chanhassen City Council approves the site plan for a 39,000 square foot, one story warehouse expansion subject to the conditions of the staff report and adoption of the Planning Commission's Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilwoman Ernst: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. 43 Chanhassen City Council - October 11, 2010 Councilman McDonald moved, Councilwoman Ernst seconded that the City Council approve the proposed 39,000 square -foot, one-story warehouse expansion and adoption of the attached findings of fact subject to the following conditions: Fire Marshal: The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building_ If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. City of Chaska: 2. A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. Environmental Resource Specialist: The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. Chanhassen City Council - October 11, 2010 Planner: 1. Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. 3. The developer should investigate the use of clerestory windows around the building expansion. 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. 7. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. Water Resource Coordinator: 1. The developer must provide rate control for an area equal to the addition. 2. The developer must provide water quality treatment for the same area. 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. 6. A drainage easement shall be recorded over the area of the parcel to be used for surface water treatment. All voted in favor and the motion carried unanimously with a vote of 4 to 0. COUNCII. PRESENTATIONS: 45 PLANNING COMMISSION REGULAR MEETING SEPTEMBER 21, 2010 The Planning Commission met with the City Attorney in a work session prior to the regular meeting to discuss the Supreme Court Ruling on Variances and Zoning District Uses. Denny Laufenburger was elected as Chairman and Andrew Aller as Vice Chairman. Chairman Laufenburger called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Denny Laufenburger, Andrew Aller, Kathleen Thomas, Kevin Ellsworth, and Tom Doll MEMBERS ABSENT: Mark Undestad STAFF PRESENT: Kate Aanenson, Community Development Director and Bob Generous, Senior Planner PUBLIC HEARING: OFFICE PARK (IOP) LOCATED AT 2100 STOUGHTON AVENUE, PLANNING CASE 2010-11. Bob Generous presented the staff report on this item. Laufenburger: Before we ask the applicant to step up, are there any questions for staff? Kevin? Ellsworth: Bob, do you happen to have a picture that shows where the city boundaries are? Generous: Yes. This one shows the red outline is the city boundary. So it's in Stoughton Avenue, Audubon and then that's that small strip of land between County Road 61 on the north side of the site. Ellsworth: Another question regarding the storm water treatment. Is it typical at this point in the stage of the applicant process that that design's not done? Generous: They show a design that works except for the model doesn't and so we believe that it will work and it may require that they put in some state wear systems or something in that swale system. We just need them to provide us with those calculations. Ellsworth: So when does that fit into the process? To make sure that that happens. Generous: Well to get it finalized, before we'll issue the building permit it would need to be done. SCANNED Chanhassen Planning Commission - September 21, 2010 Ellsworth: Okay. Aanenson: Maybe I can address that too. And typically when you do a subdivision we do a preliminary so it goes to Planning Commission and City Council with a list of conditions of things that they would need to address before we'd final. In this circumstance we would still do a site plan agreement that we would initiate but I think it's prudent you know before it goes to City Council that we have a little bit more definitive information because there's not that second look so it would certainly be a condition that that would have to be demonstrated but I think having it more clearly demonstrated at time of council would be a good idea. Ellsworth: Alright, thank you. That's all. Laufenburger: Okay, Kathleen. Thomas: Not at this moment. Laufenburger: How about Tom? Doll: No. Laufenburger: Andrew? Aller: I'm just in line herewith the water treatment. The condition that we're going to place on that, is that they meet the requirements in the code and not necessarily that we adopt this particular mode of meeting that? Generous: Well if you, they believe that swale system will work. We just need to have the calculations to confirm that. Aller: Okay, but the conditions are going to be that we have a water system that works. Not necessarily that it's a swale system. Generous: Right. Aller: Okay. Generous: But we believe that's what they do. Aanenson: So there's a broader condition, correct. Laufenburger: Anything else? Aller: Nothing, thanks. Laufenburger: So in fact Bob as I read this there are a number of things that are not correct right now but if we approve this it means that our staff will make sure that various things, whether it 2 Chanhassen Planning Commission - September 21, 2010 be landscaping, trees or any parking stalls, all of those are met and agreed to by the developer. Is that correct? Generous: That's correct. Doll: I did have one question. Laufenburger: Go ahead Tom. Doll: Now is the number of parking stalls, is that code? Is that ordinance per square footage of the building? Generous: It's several things. Because it's three different uses, warehouse, manufacturing and office, we can calculate for the office portion and then for the warehouse portion and then the manufacturing is based on the largest shift. And so you add them all together and you meet that... Doll: Because I was seeing that they you know somebody looked at an area and only counted 73 cars in the parking lot and you're kind of busting them on 2 parking stalls which... Aanenson: No, and in that circumstance if I may Mr. Chair, we do allow proof of parking. Sometimes we have uses that are an anomaly and that may never use those so we've actually done projects where we say well we'll, if you can show us on site you can put another 15 on there, we won't make you put those in now. If it becomes a problem then we'd make you do it but in this circumstance, like Bob said, we used a different calculations and then that's part of when we do the final inspections for the building permit to get occupancy that we would check to make sure those things are in place. Doll: Okay. Laufenburger: Okay. Bob, there's just one specific question. Top of page 7, 7 of 10 and I'm quoting from your report. Staff recommends that the applicant verify with the utility company, I'm assuming the utility company is the people who have the substation, is that correct? Generous: Or Xcel. We're not sure if they have an agreement with Xcel I believe. Laufenburger: So staff recommends that the applicant verify the utility company that the proposed addition is acceptable, specifically if the addition encroaches on the transmission easement. If we approve this but the utility company says it's not acceptable, what's the resolution? Generous: They'll have to work it out with the utility company. Laufenburger: Okay. Generous: The balance of the building is already under that. 3 Chanhassen Planning Commission - September 21, 2010 Doll: Yep. There's a large easement going across the building as it sits. Generous: This is different. Laufenburger: Alrighty. There being no further questions of staff, do we have an applicant present tonight or a developer that would like to speak? I would ask that you step to the podium and state your name and address. Phil Johnson: I'm Phil Johnson, the architect on this project. The owner of the property called me about 10 to and he said he is on his way. Expecting to be here about 10 after. Laufenburger: Okay. Phil Johnson: He was in St. Boni. I don't know how long it takes from St. Boni to get here but I expect him any minute. Laufenburger: Well let's hope he obeys the speed limits. Phil Johnson: Other than I can sure answer or try to answer any questions that you have. He was talking about the utility easement. I made contact with Xcel. They talked as if, and they presented me papers as if that was their easement that went over the top of the building. The property owner has seen that and the conditions regarding it and he has signed on that paper for the purposes of Xcel. I don't know if there's another utility that also owns a piece of that. The actual portion that's in, within this easement is a 10 by 10 triangle in the piece and that is well away from any wires that are overhead. The wires being within the center 60 feet of 125 foot wide, plus or minus easement. I'm not sure what the easement is. As far as parking my number was, my count of numbers was 2 off from what was determined. I think I can find 2 more spots. I think I presented in my report that there's about, from the manager of the plant or whatever, from his comments, there's about, between 70, 70 and 80 cars that are parked regularly on the property. That all fits within the, what should I call it? The southwest L of the building area. And in fact I looked at a aerial photo from sometime, I believe it was 2006 and counted up about 70 or 75 cars and it looked it was 9:00 or 10:00 in the morning on that. In addition to that there's a lot of paved area that is not being utilized at all for anything but you know miscellaneous traffic right now that could be striped and provide for parking places that are asked for. Are there any other questions? Laufenburger: Any questions of Mr. Johnson? I just have a couple. Pickle business must be good. Phil Johnson: It's interesting. I found out very little about it but. Laufenburger: But I mean that they want the expansion. Do you have any experience or any reports on how storm water travels away from the building at the present time? A Chanhassen Planning Commission - September 21, 2010 Phil Johnson: We've retained a civil engineer that has experience in the storm water and the site circulation and everything else. From soil tests that we've gotten he has proposed this, at my request actually, that some storm water detention facility right around the east end of the piece of property. Laufenburger: It'd be kind of the north east of the proposed expansion, right? Phil Johnson: Yes. Laufenburger: Okay. Phil Johnson: And he proposed the trench to dispense of the water and he called me and said you know I've done this at your request but the water's not going to run 100 feet before it's gone. Laufenburger: It's going to dissipate in the. Ellsworth: I see sandy soils in the other picture... Phil Johnson: He has recommended to me that we dissipate this water out on side street from the building downspouts. Forget the ditch for right now. If there's further development on the property things could be handled differently. Additionally more things. Right now we're covering, I don't remember the percentage. 40% of the property in hard surface. As that increases there'll be a need possibly for more detention, retention and everything else. The present use is, this water isn't going to get anyplace. It's going to go into this ditch and if it travels at all it might get 100 feet. Laufenburger: While I respect his experience on that it's important that we comply with the recommendations of the staff to ensure that the calculations are made properly. Phil Johnson: I don't know for sure what these are but he did provide 6 pages of this kind of graphs. I think I sent them over. Generous: They have that. Phil Johnson: And if they are what you're talking about is models and so on he has a 24 hour one year event on this. 24 hour 10 year event and so on for rainfalls of 4 inches and so on on that. I can't read them. Maybe one of you can so. Laufenburger: This is why we rely on our staff to do these things. Kate, you were going to say something. Aanenson: No. Well I'll just say, and I think this is something that we need to reconcile before. I think part of the issue here is that, it was built in, what's being handled for, is the pickle vat as you go down towards the PCA. There's not a lot of on site storage so we're not penalizing them and saying you have to go back and rectify that but there is, I mean if you have a heavy rain Chanhassen Planning Commission - September 21, 2010 event, you have a lot of hard surface. Plus you're adding additional hard surface so some of the treatment plans are for the processing part of it so there's also the storm water calculations so I think we're just, it's my understanding, the Water Resources Coordinator just wanted to make sure, as did Chaska. This was also their issue. If any water going off, it's volume and rate, would affect their property and they've got the mobile home park on the other side of Stoughton too so we just want to make sure that that's managed as best we could with the expansion and again we're not trying to go back and remedy the other so we'll work between now and City Council to make sure that we've got a clear understanding of that. Laufenburger: Just be sure the processing water is handled through that, those areas that are down by the, down in the lower area. Aanenson: Right, and that's what I'm saying. That's processing but right now on site there is no storm water collection on site so when you're adding more hard cover we're saying at some point, and that's what Chaska's issue is. It's got to go somewhere and it, the rate increases with more hard cover so it's going off the site faster. And yes there is sand there but we need to just make sure it's working properly. Laufenburger: Okay. Any questions of Mr. Johnson? Alright, thank you very much. Phil Johnson: Thank you. Laufenburger: Do we have any other, anybody else from the public that would like to speak at this time? Or any other applicant or developer that would like to speak? Okay, there being not then at this time I will open the public, open for public hearing. For public input on this item. There being no public input I will close the public hearing and commissioners, comments. Andrew, how about you? Aller: I'm just concerned that we do meet the requirements for the runoff based on the increased hard surface because my understanding is the City of Chaska, as well as other locations downstream would be looking to us if there's a problem with our watershed district as a result of runoff and so I just want to make sure that we're taking particular care for those resources. And then the other thing that I think is in the conditions that I like to see would be the additional landscaping requirements. That they're met so that we don't have an eyesore. I think the building looks good. I think that the way it's situated out there now with a tree frontage is good and I'd like to see that continue on the extension as well. Laufenburger: Bob, can you speak to both of those? Are you confident that you, the staff have identified and know what needs to be done to ensure that both the water and the landscaping are handled properly? Generous: Yes. Short answer, yes. Terry told me that he, the problem is the model says that there's going to be some discharge and then the engineer's saying water won't make it and he just wants to get a model that shows what's going to happen with it. But yes, we think even the idea of sheet flowing it across the property would work but we just need him to do the Chanhassen Planning Commission - September 21, 2010 calculations. And for the landscaping, yes as part of the, the approval's in place. We checked it with the building permit to make sure that the landscape plan complies with what's approved. Laufenburger: Okay. Alright, thank you. Tom, any comment? Doll: Expand away. Laufenburger: More pickles huh. Doll: It's a Minnesota pickle. Laufenburger: Minnesota pickle, exactly. Exactly. Pickle on a stick at the State Fair. Kathleen. Thomas: I'm fine with it, thank you. Laufenburger: Okay. Kevin, how about you? Aller: Mr. Chair my concerns with the water were addressed quite well. All that came up in my review, thank you. Laufenburger: Alright. Good job staff. Thank you Mr. Johnson for appearing as well and I think it looks very clear. Yes, there are some things that need to be done but I'm confident that the approval of this would ensure that those things happen. Would entertain a motion at this time. Aller: Mr. Chairman, I'd move that the Chanhassen Planning Commission recommend that the City Council approve the site plan for a 39,000 square footage, one story warehouse expansion, plans prepared by Phillip D. Johnson dated May 12, 2010, subject to the conditions in the staff report and the adoption of Findings of Fact and Recommendations therein. Laufenburger: Okay, we have a motion. Do we have a second? Doll: Second. Aller moved, Doll seconded that the Planning Commission recommends that the City Council approve the proposed 39,000 square -foot, one-story warehouse expansion and adoption of the attached findings of fact and recommendation subject to the following conditions: Fire Marshal: 1. The applicant shall provide information of the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept additional fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for Chanhassen Planning Commission - September 21, 2010 additional information. City of Chaska: 2. A Metropolitan Council SAC determination will still be required and Chaska shall be reimbursed at a rate of $1,157 per SAC unit for providing trunk service to the building expansion. Building Official: 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006 IBC Sec. 507); if any portion of the facility is not sprinkled, fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341) is required. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. A demolition permit is required for building removals that take place before the building permit for the addition is issued. Environmental Resource Specialist: 1. The applicant shall increase the number of overstory trees by four. The applicant shall submit a revised landscape plan for City review and approval prior to issuance of a building permit. 2. The blue spruce and Redbud species shall be replaced from the City's approved list of landscape material. 3. All ornamental trees must be at least one inch in diameter. Planner: Mechanical equipment shall be screened if any is installed. No wooden fences shall be used on the roof for screening. 2. The developer shall show that 213 parking stalls can be accommodated on site. The developer should investigate the use of clerestory windows around the building expansion. Chanhassen Planning Commission - September 21, 2010 4. The expansion should investigate the use of columns to help break up the building elevations at approximately 40 -foot intervals. 5. The addition encroaches into the electric transmission easement. Staff recommends that the applicant verify with the utility company that the proposed addition is acceptable. 6. There are wooden bollards around the existing electrical tower. Any bollards damaged or removed with construction must be replaced. 7. Prior to the development of the vacant property north of the existing building, the City will have to undertake a feasibility study to determine the cost effectiveness of the extension of utilities to the property. Water Resource Coordinator: 1. The developer must provide rate control for an area equal to the addition. 2. The developer must provide water quality treatment for the same area. 3. The developer must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non-structural BMPs at a relatively low cost. 4. The developer will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. 5. The developer must provide a detailed grading and erosion control plan compliant with City Code. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Laufenburger: Just as a comment, this, Kate can you tell me when this item will come up for action on the City Council? Aanenson: October I1`". Laufenburger: Anybody present may want to follow this action on October 11th at the City Council. PUBLIC HEARING: ORDINANCE AMENDMENT TO CHAPTER 20, ZONING CONCERNING TEMPORARY OUTDOOR SALES. Kate Aanenson presented the staff report on this item. Laufenburger: Does anybody have any questions of staff first of all? Kevin? GEDNEY EXPANSION - PLANNING CASE 10-11 $890 Site Plan Review $50 Recording Fee $200 Notification Sign $1,140 TOTAL $1,140 Less Check No. 1142 from Thompson Avenue Ventures, LLC $0 BALANCE SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 08/23/2010 2:54 PM Receipt No. 0135613 CLERK: katie PAYEE: Thompson Ave Ventures LLC Gedney Bldg, 2100 State Hwy 7 Excelsior MN 55331 Gedney Expansion - Planning Case 10-11 ---------------- Use & Variance Sign Rent Recording Fees Total Cash Check 1142 Change ---------------- 890.00 200.00 50.00 1,140.00 0.00 1,140.00 0.00 SCANNED City of Chanhassen Date Type Reference 8/20/2010 Bill 0002 8/20/2010 Original Amt. Balance Due Discount Payment 1,140.00 1,140.00 1,140.00 Check Amount 1,140.00 CITY OF RECEIVEDANHASSEN AUG 20Z010 CHANHASSEN PUMNMG DEPT 1142 Checking 1,140.00 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Phillip D. Johnson, Architect 911634 1h Avenue North New Hope, MN 55427 Invoice SALESPERSON DATE TERMS KTM 9/9/10 upon receipt 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 September 21, 2010. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #10-11. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 09/20/2010 11:04 AM Receipt No. 0137787 CLERK: katie PAYEE: MA GEDNEY COMPANY BOX 8 CHASKA MN 55318 Planning Case #10-11 ------------------------------------------------------- GIS List 81.00 Total Cash Check 1147 Change 81.00 0.00 81.00 0.00 SCANNED GEDNEY BUILDING Cit , of Chanhassen date Type Reference 9/9/2010 Bill 10-11 Checking 1147 9/17/2010 Original Amt. Balance Due Discount Payment 81.00 81.00 81.00 Check Amount 81.00 81.00 City of Chanhassen 7700 Market Boulevard P.O. Box 147 +y Chanhassen, MN 55317 M OF (952) 227-1100 Date: August 23, 2010 Review Response Deadline: September 10, 2010 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: Request for Site Plan Review for a 39,000 square -foot warehouse expansion on property zoned Industrial Office Park (IOP) located at 2100 Stoughton Avenue — M.A. GEDNEY. Applicant: Phillip D. Johnson, Architect. Owner: Thompson Avenue Ventures, LLC. Planning Case: 2010-11 PID: 25-0030700 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on August 20, 2010. The 60 -day review period ends October 19, 2010. 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 September 21, 2010 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than September 10, 2010. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L 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. Amy Corps of Engineers 7. Carver County a. Engineer— Lyndon Robjent b. Environmental Services S. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 6. U.S. Fish & Wildlife 13. City of Chaska — Kevin Ringwald SCANNED Legend Qnsr Roads usso a �/ cnxar cs"Isso �,! rratm �/ cgrrr Rvaatoer Uses panels cda 2001 PID# 250030700 % �ParcelInformation Property Address: 2100 STOUGIITON AVE CHASKA,MN Parcel Properties Tax Acres: 20.78 School District: 011 Parcel Location Section: 03 Township: 115 Range: 023 N AVENUE VENTURES LLC TREEf VENTURES HAN BLVD 0200 MN 55318 Payable Year 2011 ass Sale Information saleDate: 0827/2007 Est. Market Value Land: 51706300 Sale Price: $4850000 Est. Market Value Building: 51810000 QaaBBed/UuquaBBed: UNQUALIFIED SALE Map Created: 8-23-2010 Est Market Value Total: $3516300 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), itis a compilation AM of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained berein. R NONE. Buffer requirement C.6-Off/Ind to Road includes two existing drive entrances of 50' and 20'. This length also includes a length of about 18 feet that is inside the Excel transmission tower clear zone (no change of grade within 25' of the tower). The remainig lengthof property to lant within is reduced to 130 lineal feet. Buffer requirement B.6-Off/Ind to Off/Ind is adhajacent to an Excel power station. I have used the distance of 250 feet back to the building line for the tabulation of plantings. This will screen the building face and driving area from traffic on Stoughton Avenue as effectively as can be done. The portion of the property to the north is yet to be developed and I do not think should be included in the planting requirement at this time. PNILUP IL 1®NNSIK ar WtW "ll 34tH arease heft PLANTINGS OL ABREV COMMON NAME SIZE QUANTITY RBM RED BLAZE MAPLE 2 1/2" 2 tree TRUNK rdeciduous BS BLUE SPRUCE 6 FEET 3 — l'ic� lCe Rdbd 2 FEET 9 understory k deciduous 11 WEun WINGED EUONYMUS 2 FEET 8 61 DwAM DWARF AMUR MAPLE 2 FEET 11 shrubber other BLEND PEAT MOSS INTO SOILS AT PLANTING AREA. 2" DEEP WOOD MULCH OVER PLANT ROOT BALL. City of Chanhassen TABLE OF BUFFER YARD REQUIREMENTS Off/ Ind to Off/Ind. (Sideyard) Z/ BUFFERYARD; B .4 (30' depth, 250 LINEAR FEET) SHRUB UNDERSTORY TREE I CANOPY TREE CONIFER REQUIRED 2/100' - S 2/100' - 5 1/100' - 2.5 TOTAL PLANTINGS 12.5 SHOWN 8 6 1 3 TOTAL PLANTINGS 18 i Off/Ind to Road (Frontyard w/T.ransmission tower and drive entrance. BUFFERYARD; C *6 (30' depth, 130 LINEAR FEET) 71$ SHRUB UNDERSTORY TREE CANOPY TREE CONIFER REQUIRED 5/100' - 7 5/100' - 74e 2/100' - 2.6 TOTAL PLANTINGS 16.6 ! :1.9 SHOWN 11 3 1 TOTAL PLANTINGS 1 5 M.A. GEDNEY EXPANSION PROPOSED PLAN FOR SEPT 9, 10 olaaespells, alllaaesets, 55427, 763 545-1072 SITE PLANTINGS 2 OF 2 Generous. Bob From: Littfin, Mark Sent: Tuesday, August 31, 2010 3:53 PM To: Generous, Bob Cc: Mohn, Jerry Subject: Planning case 2010-11 PID: 25-0030700 M.A. Gedney Follow Up Flag: Follow up Flag Status: Flagged I have reviewed the above project for site plan approval. Comments/requirements are listed below. 1. 1 will need information to the product commodity per 2007 Minnesota Fire Code Section 2303 and the proposed storage height in order to determine if fire apparatus access is required to parts of the building. If apparatus access is required but not practical due to topography, power lines, railways or similar conditions, the fire code will accept addition fire protection in lieu of apparatus access. Contact Chanhassen Fire Marshal for additional information. 2. Mark Littfin Chanhassen Fire Marshal 7700 Market Blvd. PO box 147 Chanhassen MN. 55317 Direct 952.227.1151 Fax 952.227.1951 e-mail mlittfin@ci.chanhassen.mn.us MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: August 24, 2010 SUBJ: 39,000 square -foot warehouse expansion to existing facility located at 2100 Stoughton Ave. — M.A. Gedney. Planning Case: 2010-11 I have reviewed the plans for the above building addition received by the Planning Department on August 20, 2010. Following are my comments, which should be included as conditions of approval. 1. The entire facility must have an automatic fire extinguishing system for consideration as an "unlimited" size building (Ref. 2006113C Sec. 507); if any portion of the facility is not sprinkled fire -wall separations may be required. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Compliance with Minnesota Accessibility Code (MSBC 1341 required). 4. Detailed occupancy and building area related code requirements cannot be reviewed until fiuther information is provided. 5. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. G:\PLAN\2010PIarming Cases\10-11 Gedney Site Plan\buildingofficialcomments.doc Date: August 23, 2010 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: September 10, 2010 By: Robert Generous, Senior Planner Subject: Request for Site Plan Review for a 39,000 square -foot warehouse expansion on property zoned Industrial Office Park (IOP) located at 2100 Stoughton Avenue — M.A. GEDNEY. Applicant: Phillip D. Johnson, Architect. Owner: Thompson Avenue Ventures, LLC. Planning Case: 2010-11 PID: 25-0030700 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on August 20, 2010. The 60 -day review period ends October 19, 2010. 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 September 21, 2010 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than September 10, 2010. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer— Lyndon Robjent b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Chaska — Kevin Ringwald PID# 250030700 Legend �Porcellnformation property Address: Caner Binds 2100 STOUGHTON AVE usxysna CHASKA, MN ar Mgxrw arcel Properties `01"n"otlf .I ansa 9aae /�•� Tai Acres: 20.78 'ns.,a' School District: 011 arcel Location ti4es Section: 03 Township: 115 Panels Cda 2008 Range: 023 avable Year 2011 iMPSON AVENUE VENTURES LLC 5TH STREET VENTURES IONATHAN BLVD N #200 ,SKA. MN 55318 Information Est Market Value Land: $1706300 ISsle Price: 54850000 Est Market Value Building: $1810000 QuagOed/UnqusBBed: UNQUALIFIED SALE Map Created: 8-23-2010 Est Market Value Total: $3516300 CARVER COUNTY GIS DISCLAIMER: Ibis map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant• •.. Property Owner Planning Case No. CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 ,,^Nen�uecconi of eainunir_ ncoT Z-50 3 Phone:g52-!,/v5-cl000i Fax:q% 3108-9010 Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development` Rezoning Sign Permits Sign Plan Review Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign —$200 (City to install and remove) i X Escrow for Filing Fees/Attorney Cost" —_,YN-- Site Plan Review (SPR)' i - 550 CUP/SPRNACNARN/AP/Metes & Bounds - 5450 Minor SUB Subdivision' TOTAL FEES An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 8'/z" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME:r-jj,-hl F -Y i -mar �.0 pl71�c71.� LOCATION: 2.IO0 SiPtJ=-'�'r01.) LtiV� i4-Il.��k-Ar r7r731S LEGAL DESCRIPTION AND PID:A. r-f�&, p rt_ 1�I1� 2� ov3o'7o0 TOTAL ACREAGE: 2GI I&& QG r - GS WETLANDS PRESENT: YES NO PRESENT ZONING: EAM= REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: A120 I:11 oIJ c:; P: &K *LO C SPA--E-1'b uc �--I ir9 G -r r201IQUJ6t FOR SITE PLAN REVIEW: Include number of existing employees: I CX2 WCA and new employees: D 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. _. plan R=s'decdopnavt to i,w appLcahon do y'�C.1(a I� Zl7�q Date /IT /7-010 Date SCANNED 4 ALTA/ACSM LAND TITLE SURVEY tie / I ar i .'- �' '�'} R r'�d��'4'''"•`�y ,..°`w!%% rjT - .—...�.. �,r l,i m.ru i° �s r P �• � rt�i �I- ��i�.=C:�_ T° i. J �� 'J`-i� �'�_`. �—��'R7��ST�•�_^S_ )T_� t'�Ti..•'LS �T]�:: C �I wgm _w y, 4t1 s � 'Yf.2L.V•���M'S i'.WSA�S•1A. �"�'_ �C _1.._ �- ..-_...^_.,� i�."SCSL,: 63. s '�Fa-^=rvs:err ..»•_ .`�....__.�_�.-... �. WN - Non :^ mlof,,SU'14 p`\\ urwn•n.. Qom`-\ ,i II �a - \/'�" .- R -t� m r i :fit �Sr N•' i:¢� m p`\\ urwn•n.. Qom`-\ ,i mom• i ^�_ r - \/'�" .- i - -- 052 27 D JGgE KEY PLAN s fir; �J A0, P. SITE PLAN 1 " = 50'-0" 0 SCJ'/I " I oP vrvv °OoovP / s i i i' i' vv / / I, s" __ -- — -------- --------- oweHlne Easement — EL ,...—w.. «r...u..u. � aw Ynw Yetl ke 3urkgtn0 [nYYevinW Ina W �'� Wx t � 599 N°.lhwn Po°E W eeOS 11O a Zu U T� aw �. L'no Lok.., MN 55014 n.ni0 ✓� �eAw Isaern v xwmnuela to mw x Im m eon s "' rkn t'.so' O1"� I FLOOR PLAN 1/8" - 1 "-0, EAST B"Al ,8a 1.-0" I EASTING ADDMON BULDING SOUTH ELEVATION Fol ........... ioy 'R -44 ymXg o 3 I jRE• S Y' h d P, w4�x i€ i Y E - Q III e 0. f P = WJ• ;..p 00 'tlY li Y _ tlY BULDW - 111.r� .. �%�� PLAN Addition to CHASKA PLANT at Il Il�1lr tir N arm sale CHASKA r.�r• �o (s^ xmnxx Legend Cama Ftosds ussgs. Nasaw,e rrrrr tgara ^/ t1�s4er lake Parcels Coax 2001 PID# 250030700 Parcellnjormadon Property Address: 2100 STOUGHTON AVE ICHASKA,MN Parcel Properdes Tax Acres: 20.78 School District: 011 Parcel Location Section: 03 Township: 115 Range: 023 payer Information: )MPSON AVENUE VENTURES LLC 5TH STREET VENTURES JONATHAN BLVD N #200 1SKA, MN 55318 Payable Year 2011 Sale Injormadon sak Daft: 08272007 EsL Market Value Land: 51706300 Sale Price: 54850000 Est Market Value Budding: $1810000 QuaSfled/UngnalRkd: UNQUALDTED SALE Map Created: 8-23-2010 Est Market Valuc Total: $3516300 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein SCAIMED 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Adminislradon Plane: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engrg Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park 8 Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.22T1 300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.d.chanhassen.mn.us Memorandum TO: Robert Generous, Senior Planner FROM: Terry Jeffery, Water Resources CoordinatorT DATE: September 9, 2010 RE: Gedney Site Plan Review Engineer Comments I have read the letter provided by Mr. Ted Matzke dated August 29, 2010 in response to City comments on the site plan design. I offer the following comments in response. Chanhassen City Code § 19-141 states: "These development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Because of this, the applicant must provide for treatment of runoff from the site including rate control and water quality treatment. In an effort to work with the applicant in consideration of the existing site constraints the applicant was only asked to provide this treatment for only an area equal to the size of the expansion. The consulting engineer suggests that they are considering not employing and stormwater treatment facilities. This would not be an acceptable alternative. A facility must be identified and preserved for the express purpose of treating stormwater runoff water quality per § 19-144(3) a and b. "Newly constructed or modified detention basins shall provide storage volume below the outlet (dead storage) to allow for water quality treatment in accordance with the following, whichever is most restrictive: a. Water quality features meeting the MPCA NPDES construction permit for permanent stormwater management systems; b. Water quality treatment consistent with NURP criteria (90 percent removal of TSS and 60 percent removal of TP for a standard NURP particle size distribution); and/or" Further, this watershed discharges to an Outstanding Resource Value Water in Assumption Creek and must take steps to provide temperature control BMPs per the same section as well as per the City's MS4 permit and the NPDES Construction Permit. The least cost restrictive way to perform this would be to have an infiltration area with a discharge into a grass swale or other non-structural best management practice. Chanhassen s a Camruarily for life - Providing forToday and Planning forTomorrow Because of this need for a stormwater treatment facility, the total size of the disturbance is unknown but will exceed the footprint of the new addition. If this exceeds (one) 1 acre, a National Pollution Discharge Elimination Permit will be required by the Minnesota Pollution Control Agency. Even if it does not exceed this threshold, a detailed erosion and sediment control plan is required by Chanhassen City Code. Another consideration is that this discharge will leave the City of Chanhassen into the City of Chaska. As a regulated MS4 we are required to account for all discharge points leaving our jurisdiction to assure that we are not contributing to downstream problem as a result of this connection. It has been communicated by the City of Chaska that while the current stormwater design is not acceptable, an acceptable design on the site is achievable and can be addressed before final approval is granted to the site plan design. I am in agreement with this assertion. To summarize: • The applicant must provide rate control for an area equal to the addition. • The applicant must provide water quality treatment for the same area. • The applicant must comply with any requirements for discharging to an Outstanding Resource Value water. This can be accomplished through infiltration and discharge through non- structural BMPs at a relatively low cost. • The applicant will need to apply for and receive an NPDES Small Site Construction permit in the event that one acre or more of disturbance results on the entire site. • The applicant will then need to respond to all items in the original comment letter. • At a minimum, the applicant must provide a detailed grading and erosion control plan compliant with City Code. This concludes my review. Thank you for your attention to this. I can be reached at 952.227.1168. G:\PIAN\2010 Planning Cases\10-11 Gedney Site Plan\Memo_gedney_W RC-comments.doc Generous, Bob From: Bill Monk [BMonk@chaskamn.com] Sent: Wednesday, September 08, 2010 10:14 AM To: Generous, Bob Cc: Dean Hylland Subject: RE: Gedney Warehouse Expansion Bob - It is my understanding that the Chaska sewer service was used only for the administrative building and all processing waste was pumped to the three tanks to the east at the edge of the floodplain. I have nothing in our files that confirms this understanding but I will review this with the Utility Supt to see if it can be confirmed. 1 JN Aow;;�- ,� . c4 s `wa ` .IPA �r I � A Ifs i ►gym CITY OF CHANHA3SEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Admiidration Phase: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227,11 BO Fax: 952.227.1190 Memorandum TO: Bob Generous, Senior Planner FROM: Terry Jeffery, Water Resources Coordinator DATE: September 21, 2010 RE: Gedney Site Plan Review This memorandum is intended to clarify what information needs to be provided in order to make a determination that the applicant has met the requirements of City Code, The Second Generation Surface Water Management Plan and the City MS4 permit requirements. Engineering The proposed Swale is an acceptable management practice. However, as proposed it Phone: 952 227.1160 does not take advantage of the soils which are in the "A" hydrologic subgroup. Under Fax: 952.227.1170 all scenarios the proposed discharge rate is greater in post -development conditions than it is under existing conditions. Because this water leaves the City of Chanhassen (an Fnance Phone: 952.227.1140 MS4 city) and is tributary to Assumption Creek, additional best management practices Fax: 952.227.1110 are required. This includes temperature control in addition to rate, volume and water quality control. All of this can be accomplished through the incorporation of infiltration Park & Recreation within the Swale. Phone: 952.227.1120 Fax: 952.227.1110 At a minimum the plan and model must: Recreation Ceffter 1. Take into consideration the entire watershed draining to the Swale; 2310nCcug .227.1 00 Phare: 952.227.1400 2. Show what measures will be taken to increase the time of concentration Fax: 952.227.1404 through the Swale thereby increasing residence time and infiltration; 3. Incorporate infiltration into the model; Planning R 4. Show and record a drainage and utility easement over the surface water Natural Resources management feature; Phone: 952.227.1130 5. Provide specifications as to construction of the Swale. These may or may not Fax: 952.227.1110 include; a. Soils corrections; PuiIlcWorks b. Placement of ditch checks; 1591 Park Road Phone: 952.227.1300 c. Instructions regarding the operation of earth moving equipment in the Fax: 952.227.1310 area; d. Vegetation management; SenwCenleir e. Details regarding the outlet and inlet; Phone: 952.227.1125 f. And other information the consulting engineer feels is pertinent to the Fax: 952.227.1110 feature. Web Site If you have any questions, please contact me at x1168. www.d.chanhassen.mn.us -- G:\PIAN\2010 Planning Cases\10-11 Gedney Site Plan\Memo_BG_hydro.doc Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow Generous, Bob From: Bill Monk [BMonk@chaskamn.com] Sent: Monday, October 11, 2010 3:00 PM To: Karon Cappaert Cc: Dean Hylland; John Edberg; Generous, Bob; 'Phillip Johnson' Subject: RE: SAC determination Karon - Chaska does provide sanitary sewer service to 2100 Stoughton Avenue ( Gedney).Our records indicate the service extends only to the administrative office building. MCES gives Chaska a flow credit for servicing this building in Chanhassen.To the best of our knowledge, the existing warehouse is not serviced and the expansion will not be serviced either. That is why the plans for the expansion indicate a future service connection to the north. Please note this service arrangement predates anyone currently employed at the City. Let me know if you have questions. Generous, Bob From: Bill Monk [BMonk@chaskamn.com] Sent: Monday, October 11, 2010 3:05 PM To: Generous, Bob Subject: Re: Gedney Expansion Bob - Based on the email I just sent to MCES about sewer service on which you were copied, I am not sure that SAC fees will even be charged to Gedney for the warehouse expansion.If they are ,I suggest you collect the Met Council and City SAC fees as part of the building permit and we will figure out a way to transfer later. 1 / F)/, 'e) /-0 Generous, Bob To: Mohn, Jerry Subject: M.A. Gedney Expansion - Building Permit Review I have reviewed the plans warehouse expansion prepared by Philip D. Johnson, dated October 3, 2010 and have the following comments: The site plan permit that must be executed by Thompson Avenue Ventures, LLC. and returned to the City execution and recording at Carver County prior to the issuance of a building permit. The $5,000.00 security required by the site plan permit must be submitted to the City prior to the issuance of a building permit. The plan must be revised to show that 213 parking stalls can be accommodated on site. Parking stalls must be 18' deep by 9' wide. Only 25 % of the stalls may be 8.5' wide. Has the the developer should investigated the use of clerestory windows around the building expansion or the use of columns to help break up the building elevations? All other conditions of site plan approval must be addressed. Robert Generous, AICP Senior Planner City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerousC@ci.chanhassen.mn.us FW_ SAC determination.txt From: "Cappaert, Karon" <Karon.Cappaert@metc.state. mn.us> Date: October 12, 2010 9:06:00 AM CDT To: "'jedberg@chaskamn.com"' <jedberg@chaskamn.com> Cc: "Barnebey, Kelly" <kelly.barnebeyy@metc.state. mn.us>, 'Phillip Johnson' <phillipdjohnson@comcast.net>, "'jmohn@ci.chanhassen.mn.us` <3mohn@ci.chanhassen.mn.us> subject: FW: SAC determination John, Since warehouse at 2100 Stoughton Avenue in Chanhassen is not connected to the sanitary sewer at this time a SAC determination will not be necessary. if in the future if they do connect they will have to submit for a determination at that time. Karon Cappaert SAC Administrative Technician MCES - Finance 390 N Robert St St Paul, MN 55101 karon.cappaert@metc.state.mn.us Phone 651-602-1118 Fax 651-602-1030 Please visit our website for more information. http://www. metrocounci1.org/environment/RateSBiIling/SAC_Prog ram. htm ---original Message ----- From: Bill Monk [mai Ito:BMonk@chaskamn.com) Sent: Monday, October 11, 2010 3:00 PM To: Cappaert, Karon Cc: Dean Hylland; John Edberg; Bob Generous; 'Phillip Johnson' Subject: RE: SAC determination Karon - Chaska does provide sanitary sewer service to 2100 Stoughton Avenue Gedney).our records indicate the service extends only to the administrative office building. MCES gives Chaska a flow credit for servicing this building in chanhassen.To the best of our knowledge, the existing warehouse is not serviced and the expansion will not be serviced either. That is why the plans for the expansion indicate a future service connection to the north. Please note this service arrangement predates anyone currently employed at the City. Let me know if you have questions. Page 1 MapQuest Maps - Driving Directions - Map TIN WV�WH I Try Vie New saes., MAPOUEST 1901 Mount Curve Ave, Minneapolis, MN 55403-1019 hUp://www.mapquest.com/ 1 of 1 8/20/10 7:39 AM LEGAL DESCRIPTION Parcel 1: That part of the Northwest Quarter of Section S. Township 115, Range 23, Carver County, Minnesota, described as follows. Beginning at a point in the *eat line of said Section 3 distant 1795.7 feet due South of the Northwest corner thereof, said point being in the Southeasterly right of way line of the Minneapolis & SL Louis Railroad; thence running Northeasterly along said right of way line 997.6 feet. thence running due South parallel with the *est line of said Section 3. 272.15 feet to a point in the centerline of the industry spur track, said point being the actual point of k%imfng of the tract of land to be described, said point aba being in a curve having a radius of 694.69 feet the radius point of said curve being South 46 degrees 57 minutes East, 594.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arc of said rune to the right a distance of 89.72 feet to the end of said curer; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerfine of said industry spur track 1270.56 feet to the beginning of a mine to the left hawing a radius of 599.39 feet; thence running Mortheaglerly along the arc of said curve to the left and along the centerline of said industry spur track a distance of 30731 feat to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, L51.69 feet to the beginning of a curve to the right having a radius of 53218 feet; thence running Northeasterly along the arc of said curve to the right and along the centertme of said industry spur track 142.42 feel to its intersection with the Southeasterly right of way line of the Minneapolis & St Logia Railroad, said point being 45.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running Haat along said North line 140.4 feet, more or less to the Northwest corner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds, Page 19, find August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parailel with the Northerly right of way line of the Chaska and Shakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly along and Northerly right of way line 1676.9 feet, more or teas, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West eine of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1855.37 feet Southerly from the Northwest corner thereof, said Went line has en assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad Company right of war, thence North 51 degrees 06 minutes 10 seconds East along said right of way line 1210.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said cane 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a rediae of 505.00 feet and a central angle of 10 degrees 59 minutes 41 aecoads and a chord bearing of South 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential cure concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. nor, Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the northwest corner of the Northwest Quarter of acid Section 3; thence on an assumed bearing of South 68 degrees 52 minutes 27 seconds test along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South Oi degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds Neat a distance of 412.15 feet: thence South 34 degrees 48 minutes 12 seconds toot to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 56, in the office of the Carver County Recorder, thence northerly along said westerly line to the northwesterly Ifne of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St John's Evangelical Lutheran Church by the document recorded in Back 46 of Deeds, page 19, in the office of the Carver County Recorder; thence northerly along said west line to the intersection with a tine bearing North 52 degrees 44 minutes N seconds Bast from the point of beginaiDr; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2: That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 hest, Carver County, Minnesota, described As, follows Begiuning at a point in the West line of Amid Section 3 distant 1795.7 feet South of the Northwest corner thereof, said point being in the Southeasterly rigbt-of-way lime of the Chicago and Northwestern Railroad Company; thence running Northeasterly along said right-of-way line 197.8 feet to a point (which point is the Northwest corner of the tract previously .conveyed to American Sugar Company we described in hook 44 of Deeds at Page 8 thereof), which paint is the true point of beginning of the tract conveyed;. thence tvnning South parallel with the tad -lite .a Yid Section 3, 272.18 feet to A point (Which point is the Northwest corner of the tract previously conveyed to M. A. Gedney Company As described in Book 51 of Deeds at Page 251 thereof) in a curve having a radius of 694.89 feet, the radius point of said corse being South 46 degrees 57 minutes Fiat 694.89 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Gedney Company Am described in Book 61 of Deeds at Page 251 thereof and along the are of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes Fast tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of said curve to the left a distance of 30721 feet to the and of said curve; thence running North 21 degrees D5 minutes East tangent to said curve 151.69 feet to the beginning of a tune to the right having a radius of 532.18 feet; thence running Ne heasterlp along the are of said tune to the right 142.42 feet to its intersection with the Southeasterly right -of -say line of Chicago and Northwestern Rauway Company railroad, said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Seutheaderly right-of-way line; thence running Southweaterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of beginning. Except that part lying gest of the following described Line A: Commencing at a point on the lest line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said Wed line has an assumed bearing of South 0 degrees 33 minutes 32 seconds hest, maid point being on the Northerly line of the Chicago and North Western Railroad Company right of way; thence North 51 degrees 08 minutes t6 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degree 43 minutes 37 seconds East 5.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds thence North 86 degrees 01 minutes 42 seconds (lest and not tangent to said cure 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds fest; thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve, 143.07 feet; thence Southerly 3302 feet along A laogential tura concave to the East baring a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds, And there terminating. (Abwtraet Property) Parcel 3: Outlot D, Crystal Addition, Files of the Registrar of itt1W, Caasr County, Miumanta. (Torreas Property) Parcel 4: Government Lot 1, Section 3, Township 115, Range 23, according to the United States Government Surrey thereof, Caner County, Mianeaots. Together with nonexcluedve appurtenant easements for roadway purpose¢ and for utility and drainage purposes established in Warranty Deed dated August 27, 1%5, filed August 27, 1965 in Book 85 of Deeds, Pages 45-46. as Document No. 106604. (Abstract Property) Parcel 5: That part of Government lot Two (2), The Southwest One -Quarter of the Northeast Quarter (SWI/4NE1/4) and the Northwest One-quarter of the Southend Quarter (NW1/4SE1/4), AD in Section Three (3), Township 115, Range 23. Carver County, IDncesats. described as follows: Commencing at the North quarter corner (cast iron monument) of Section Thor (3). thence Easterly along the North line of said Section Three (3), a distaste of 1,32424 feet to an iron pipe; thence Southerly along the Wed line of the Norlbeast One-quarter of the Northeast One-quarter (NEI/4NE1/4) a distance of 1,277.5 feet, continuing Southerly afang the West line of the Southeast One -Quarter of the Northeast One-quarter (SE1/4NEl/4) a distance of 000 feet to the actual point of beginning. Praceed from the actual point of beginning Westerly at a 90 degree angle to the Wed line of the Southeast One-quarter of the Northeast One-quarter (SEI/4NE1/4) a distance of 500 feet, thence southerly at a 90 degree angle a distance of 950 feet, more or less. to the Northerly bank of the Minnesota River, thence Northeasterly Along said bank to the Wed line of the Northeast One-quarter of the Southeast Oce -quarter (NEI/4SE1/4} thence Northerly along said West line and its Northerly extension a distance of 850 feet, more or less, to the point of beginning. (Abstract Property) ALTA/ACSM [AND vng SURVEY .11 .. s. I .phim. Miggg-: �R§ I I. tj 1, Ills ALTA/AGSM LAND TITLE SURVEY - M.N.— T OP, . 3E4 SCANNED O ruz H -A - o" rill Z- SCANNED ------------- ewes• gerez•zrw__ � ox l sid w J SITE PLAN 1 " .50-0 Pd KEY PLAN SCANNED I� i ,/ , ap�exrc xM.e pp ------- -------- : Eawrlrl! '- --------- -- rr�iirir for a w wr .� �.r.�a .' w'v• r vr.� Yottiv 9 �wxr e�pa�lwf1. w1x0lO aY11 !WernIoL�l twYxe r wm. ai.wrrZ.L.e..er+)'��er'^.r. e"aa Lh0 t EmgkbRy Ic SB9 Howth Road Lakes, MN55014 W rs o wie 5501 t 0�9 ti IYa�1n v x mrMllr (et]) rw-ol0a e suw xuswrsreL ��., I'�w' i i _� I FUM PLAN 1/8" -1'-w DI EASE H"ATM Ilir-l'-w — MSTING w ADDrnm BULDING SOM EUVA7M I Ar - 1'-W (9) (D — .............. .............. .... ...................................... ........................... IX, ........ (9) (D — ------- --- ........ ...... ....... .................. NMTHEEVAT10N .. .... * ................................ ADOMON --X--POUS2NG G SCANNED .............. .............. .... ...................................... . . . ......... ------- --- ........ ...... ....... .................. NMTHEEVAT10N .. .... * ................................ ADOMON --X--POUS2NG G SCANNED FNIWP IL 18USIK artb ct IM 35th avenue nerm mldWellt, ettnnet ti 55421, 763 555 -IM August 31, 2010 City of Chanhassen 7700 Market Bouldvard PO Box 147 Chanhassen, MN 55317 Robert Generous Following are the comments regarding your letter of August 24, 2010. Tedd Mattke has written comments to the items 1 - 8 and they are enclosed. I am developing the planting plan and that will be forwarded to you soon. The photometric plan for the parking lot lighting will also be forwarded as soon as I am able to establish the supplier of the fixture. Item 9. Exterior material- rock face CML, match colors of existing building. doors- insulated metal service doors, match colors of existing building doors. overhead doors , match colors of existing building doors. fascia- metal flashing, match colors of existing building flashing. Do you need a -sample of rock face block or metal flashing? 10. Site plan data Site area; 1,053,533 square feet, 24.186 Acres This is the site area of the property bounded by Highway 212 to the northwest, Audubon Road to the southwest, Stoughton Avenue to the south east and the irregular property line to the north east. 11. Property line dimensions are shown on the property survey. They are copied onto the partial site plan on sheet Al that includes the surrounds of the proposed construction. The site is basically one structure, the dimensions of the relevant portions of the structure are on the building walls and are also taken from the property survey. The small service buildings on the property are identified on both the property survey and the Al site plan. The extention of the south wall addtion to the property line is 27 t feet. From the existing south east corner of the building extending along the south face of the warehouse building to the property line the dimension is 190 t feet. 12. Tabulation Box: see attached sheet 13. Landscaping plan; I will send a planting plan within a few days 14. Roof top screening. No rooftop equipment on this addition except for a unit heater vent pipe. 15. Lighting location, style, mounting and photometrics. I have shown light fixtures on the attached parking plan. Photometrics will be completed as r arrange for the supplier of the fixtures. Phillip D. Johnson August 29, 2010 City of Chanhassen C/O Robert Generous, AICP 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Drainage at Gedney Property, Planning Case 2010-11 10037 Dear Mr. Generous: This is to answer several of your questions/comments in the report dated August 24, 2010 regarding the above property. 1, 2, 3, 4, 3, 6, 7, 8: As noted in your number 2, soil in the area is excessively drained sandy loam. With infiltration rates of about an inch per hour or more, there would be no runoff from the building addition. We are presently considering having no swale, and just letting the roof scuppers discharge to the north, where infiltration will take place within a short distance. This would limit the disturbed area to less than 1 acre, and #1 - #8 comments would not apply. Please note that this proposed project is a simple addition to an existing building, with the addition being placed where there is existing pavement similar to a parking lot; so there will be minimal change in the runoff quantities as a result of this project. In preparing the initial drainage plan (the Swale), Terry Jeffries had indicated that he wanted detention storage to maintain rate control. When I modeled the runoff, however, I found that the site would not generate enough runoff to utilize even the storage provided by the swale, and that was without including the diminishing effect of infiltration on runoff quantities. Mr. Buttenhof has recently indicated that he may want to build a pond big enough to serve the entire site, as part of this project The preliminary design would anticipate impervious area on about 75% of the undeveloped site area If he decides to go ahead with such a pond, it will take more time to finalize the design criteria, and our September 21 meeting would have to be postponed. I am hoping that you can allow the building project to proceed through planning, with the idea that we will iron out the design details of either a pond, or simple surface discharge for infiltration prior to building permit 9. Phillip Johnson, Architect, will supply this. 10. 1 am not sure what you are looking for here. I believe Phillip Johnson, Architect, is supplying a site plan. 11. There is just one existing building on the site, and this project will add 0.89 acres of building area to the east end. The floor elevation will be the same as in the existing building. Attached is the drainage plan with dimensions shown. 12-15. Phillip Johnson, Architect, will supply this. Yours truly Tedd W. Mattke, PhD., P.E., L.S. Professional Hydrologist GEDNEY PLANT STOUGHTON AVENUE CHANHASSEN, MN SITE AND PROJECT TABULATIONS a. Size of parcel 1,053,533 square feet, 24.186 Acres 11-� SPS �&,4"GR�;-� b. Gross floor area, 178,349 sq. ft. main level, includes 2010 const. 440 sq. ft. -service buildings (3) (12,121 sq. ft. covered loading dock) (4,195 sq. ft. second level off.) Total buildings covering site (enclosed space) 178,789 sq. ft. c. Percent and area of site covered by building. d. Percent and area of site covered by impervious surface. e. Percent and area of site covered by parking area. f. Projected number of employees. g. Number of seats if intended use is a restaurant or place of assembly. h. Number of parking spaces required. i. Number of parking spaces provided including handicapped. j. Height of all buildings and number of stories. k. Breakdown of buildng area: office, manufacturing, warehouse (no retail or showroom area) 178,789 sq. ft. of enclosed bldg., includes 2010 const. 16.97% building coverage pavement 192,741 sq .ft. other impervious, ie gravel 140,400 sq .ft. Total impervious 333,141 sq ft (no enclosed space) 31.43% surface impervious, pvmt & gravel parking/truck circulation, paved area 192,741 sq .ft. 18.29% 1)'Q3D14 -f` 105 employees average. As high as 135 employees ,tf$,L% unr4"/ 15-25% of employees walk from the residences to the south of the property. Zoning ordinance parking requirement; office 5/1000 sq ft. - 5 X 8122/1000 = 41 manufacturing; employees max shift = 105 warehouse 10 for first 10,000 sf = 10 1/2000 sf for remainder 113,545/2000 = 57 total required parking spaces = 208 handicap parking spaces of 208 spaces 7 Total parking shown = 211 Buildings are 1 story at between 18' and 25' to the rooftop. 4061 sq ft of the building has two stories of office space. Building areas: office 8,122 sq. ft. 2 floors manufacturing 50,743 some related mfg off. warehouse 123,545 includes 2010 const. Employees normally on site off. 25 mfg. 70 whse.-A TOTAL 104 Rub 19 10 05:11P Tedd Mattke Gedney -- Proposed Conditions Prepared by {enter your company name HY&OCADO 7.00 sin 003205 Q 19afi.2rM Ar Pond 11P: Pond (763) 783-0300 P. Type 1124 -hr 1 -Year Rainfall=2.40" Inflow Area = 0.890 ac, Inflow Depth = 2.04" for 1 -Year event Inflow = 1.55 cfs @ 12.23 hrs, Volume= 0.151 of Outflow = 0.72 cfs @ 12.56 hrs, Volume= 0.149 af, Atten= 54%, Lag= 19.9 min Primary = 0.72 cfs @ 12.56 hrs, Volume= 0.149 of Routing by Stor-Ind method, Time Span= 0.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 754.72' @ 12.56 hrs Surf.Area= 0.068 ac Storage= 0.046 of Plug -Flow detention time= 46.4 min calculated for 0.149 of (98% of inflow) Center -of -Mass det. time= 40 1 min ( 786.8 - 746 8 ) # Invert Avail Storage Storage Description 1 754.00' 0.145 of Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc Store Cum.Store _(feet) (acres) (acre-feet) (acre-feet) 754.00 0.057 0.000 0.000 755.00 0.072 0.065 0.065 756.00 0.088 0.080 0.145 _ # Routing Invert Outlet Devices 1 Primary 0.00' Ditch Elev. (feet) 754.00 755.00 756.00 Disch. (cfs) 0.00 1.00 3.00 Primary OutFlow Max --0.72 cfs @ 12.56 hrs MN=754.72' (Free Discharge) Lt=Ditch (Custom Controls 0.72 cfs) NaG : D. C.s.1.51 .' c w �-n 7sV cl f :t 75-4 c. CJ A Y 14- r 'TZ.Iti^ �/ia�iC Aug 19 10 05:11p Tedd Mattke Gedney — Proposed Conditions Prepared by {enter your company name HydroCAD® 7.00 Gln 003205 ®1986-2003 Ac Pond 11P: Pond 1.55els Inflow Area=0.890 ac Peak Elev=754.72` Storage=0.046 of 0.72 ers (763) 763-0300 p.2 Type 1124 -hr 1 -Year Rainfall=2.40" 2 3 4 5 6 7 8 9 10 11 12 13 14 14 16 Tine (hours) 0 Primary Rus 19 10 05:12p Tedd Mattke Gedney — Proposed Conditions Prepared by {enter your company name (763) 783-0300 p.3 Type 1124 -hr 10 -Year Event Rainfall=4.20" Pond 11 P: Pond 3- 765 ds Fo W1 Inflow Area=0.890 ac Peak Elev=755.20' Storage=0:081 of 2- 1.40 ds LL 1 2 3 4 5 8 7 8 B 18 11 12 13 14 15 18 17 18 18 20 Time O�j SCANNED Aug 19 10 05:12p Tedd Mattke Gedney — Proposed Conditions Prepared by (enter your company name HydrDCAD® 7.00 s/n 003205 ®1988-2003 Ar Pond 11P: Pond Hydrograph Inflow Area=0.890 ac Peak Elev=755.58' Storage=0.111 of 1 2 7 a S 6 7 8 6 10 11 Time (hours) (763) 783-0300 p.4 Type 1124 -hr 100 -Year Rainfall=6.00" ❑ blow 0 Primary SCANNED Aug 19 10 05:12p Tedd Mattke (763) 783-0300 p.5 Gedney -- Existing Conditions Type 1124 -hr 1 -Year Rainfall=2.40" Prepared by (enter your company name here} Lb droCAD® 7-00 s/n 003205 01986.2003 Applied Microcomp(ier Systems Subcatchment 10S: Existing Drainage Area Hydrograph 0.65 _._ C OA Type -If 24-hr-1-Year- 04%.Rainfall=2AO"..... _.-. OS € Runoff Areaa0 890 ac 0.45 OA Runoff Voluble=0:054 8f " a Runoff bepth=0.73" G.& Tc=30.0 min 025 cWBOL. 02 - - - -. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Ru1oR Aug 19 10 05:12p Tedd Mattke (7631 783-0300 p.6 Gedney — Existing Conditions Type ff 24 -hr 10 -Year Event Raintaff=4.20" Prepared by {enter your company name here} HydroCAD® 7.00 sin 003205 ®1986-2003 Appfed Microcomputer Systems 8/1512010 Subcatchment 10S: Existing Drainage Area Hydrograph 1.70 Ch Type II 24 -hr 10 -Year Event Rainfall 4.20" Runoff Area=0.890 ac Runoff Volume=0.150 of 1 -Runoff Depth=2.02" Tc=30.0 min CI=80 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (lours) Aug 19 10 05:13p Tedd Mattke (763) 703-0300 p.7 Gedney — Existing Conditions Type 11 24 -hr 100 -Year Rainfall=6.00" Prepared by (enter your company name here) HydroCAD®7.OD SM 0032D5 ®19862003 Appied Mcrocomputer Systems 8(15/2010 Subcatchment 10S: Existing Drainage Area Hydrograph ❑Runoff 2e1 Ch Type 11;24 -hr 100 -Year Rainfali=6.00" Runoff Area=0.890 ac Runoff V01ume=0.258 of Runoff Depth=3.49" Tc=30.0 min; cw80:. ' 9 10 11 Tins Ih" ) SCANNED MAP COORDINATE N NORTH ROUGH SKETCH FOOTPRINT OF BLDG MAINROAD, HYDRANTS AND BLDG FEATURES V6T Sterna. )O000 coT 5`tjLK I� 000 aC° CHASKA t 4 Y x R R w # # P°'+turi Lata o a O I ' tet—/ e>• i�sl++"'Y 4yeL 4rtll Pick)e p1Gnt Shop T ri 33a-� PCI I. It � 1 1 S -2 1)11D wt, suis ssne 1 18121 j 11 h. wI1ltr � 00 O iyflyL> T f Ovrri��K( � r+0er3 I T ' ISG' C ) S tou31,+o, Avt. new ii4rehous e O ' � T old -i Wgrl houSf 1 \i cF 1 _( Qeery �' rwn '•-i F 14 � � 11 4 T 1 SYMBOLS/CODES i COLOR CODE Y = FD CONNECTION = STANDPIPE RED = FIRE PROTECTION C) = MAIN CONTROL VALVEISWITqH = HYDRANT 0 = SUBCONTROL VALVE/SWITCH ®= HAZARDOUS MATERIALS YELLOW =(ELECTRIC ORANGE a GAS (PROPANEINATURAQ K =KEY 80X �► = ACCESS POINT pe, r k<: � �L` 1� ,% � �c Cc IS r tYr- �--� � � -� � � `�� � N Sal-,'.� z� ��-v , �� �v��Igc� Generous, Bob To: jbuftenhoff@5thstreetventures.com Cc: Aanenson, Kate Subject: M. A. Gedney JoelButtenhoff: Earlier this year, there were discussions about the possible expansion of the Gedney plant in southern Chanhassen. I just wanted to contact you to see about the status of the project. Please contact me to let me know if you continue to pursue the expansion. The proposed expansion of the plant, which was discussed with the City, would require site plan review with a public hearing by the Planning Commission and final review by City Council. Site plan review requirements are specified in the Chanhassen City Code in chapter 20, article II, division 6 http://l bra rv.rn unicode.com/index.asr)x?clientld=14048&stateld=23&stateName=M innesota The following links are to the City's development review application and review fees: http://www.ci.chanhassen.mn.us/serv/comdev/devapp.pd and http://www.ci.chanhassen.mn.us/serv/comdev/devfees.htmi If I can be of assistance or if you have any questions or need additional information, please contact me Bob Robert Generous, AICP Senior Planner City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerousc@ci.chanhassen.mn.us Project Location Request: Site Plan Review for a 39,000 square - foot warehouse expansion - M.A. GEDNEY 9/21/2010 c�+rtwti 1 ,,ti�rv�z C1.0 c� Phillip D. Johnson son Av a Venmm. LLC Planing Commission Sepmmber21.20,0 Ciry C.m mo er I1, 2010 1 `" e k - Building Expansion History 4 F� is t M.A. Gedney 1979 M.A. Gedney (1979) 9/21/2010 �,��,,� 6'3 I X17 2— Viz. �xY �$�' 1c Cz Iq�q- 4/, S?�-P v )k tifT "-LZ � II fix M.A.Gedney (zoo8) 9/21/2010 "440 - a> �i �+ 4y�yal �t1E :C�, " +4.� roll K L,� Building Elevation IN 9/21/2010 "440 - a> �i �+ 4y�yal �t1E :C�, " +4.� roll K L,� Stormwater Treatment r baa S 9/21/2010 'L, "'t �), t? "'i nv_vi� l'tJi-QL. l.� wAt 4ctAv --t 19 RECODDTENDATTON • "The Chanhassen Planning Conunission recommends that City Council approve the site plan for a 39,000 square -foot, one-story warehouse expansion, plans prepared by Phillip D. Johnson, dated May 12, 2010, subject to the conditions of the staff report; And, adoption of the findings of fact and recommendation." 9/21/2010 LDCka t_w_ `�l'O ✓�a� e4_, ­VI) e -e ✓fitj 4V �cc� (1-4-0 ALTA/ACSM LAND TITLE SURVEY 100 0 100 200 300 N.W. CORNER OF LAND CONVEYED N.w. CORNER OF SEC. 3 Scale L �� Z 00, TO ST. JOHN'S EVANGELICAL , ---- 2648.30 6� LUTHERAN CHURCH AS RECORDED FOUND C.I.M.--,r, -___ -- NORTH LINE SEC. 3, T. 115, R. 23 IN BOOK 46 DEEDS, PAGE 19, AS S88°52'27"E �i� PER PERPETUATED SURVEY - - - r - - - ------ ------ 4 MONUMENTS 230169 --- ------------- ,:; --- --- --- _ _ 2'2 - - - _ _ _ S88"5 7"E �• '---------- 2286.69 DEED ----------- - - - - - -- 14 - _"---- 14Q_4 -- •_. 270.00 V 1 I I CA o Cv to , In ,t f -''r W 1/16 LINE, / / O`t 90" DEED-' ' ' ' SEC. 3 `/ / [•• * EASEMENT FOR ELECTRICAL ' �A5' ;=ko-mac SUBSTATION, ELECTRICAL TRANS- / tit, Q5• -- ; Cn� Q'a "MISSION LINES, UNDERGROUND O� 1h4 MVV ; tjr+ olw ELECTRICAL DISTRIBUTIO LINES /,J, f0ti1i' N0• 05 V��cv : COG 6" 12 PER DOC. N0. 432512 (E.1-11) 7 cji.I `U' h2' ,..I M" 6�" i a, / y 0 iti �h��:ti0\ r POINT OF BEGINNING ' Cn ~' " Off. / / / `y ° �'ti� Ix 4,��t+4 �W op PARCELEPTION TO - _ _ _ 2648.08 ------ ------ N8901 NORTH LINE OF SEC. 3 N89"11'32"E --- --- / P�.- -- _IPP --- -�- sw� --- FOUND C.I.M. 1324.04 \ PP �� ` N 1/4 CORNER SEC. 3 O*i `� 11, --------------------------------------;--;_,' / S, ' ,' /� / N I EASEMENT FOR ROADWAY, Be // V UTILITY AND DRAINAGE _ ' _:- - PURPOSES PER DOC. ag11 / NO. 108604 (B1-10) I , ;. / / \G�b j 1324.04 ------------ 11 FOUND C.I.M. - NE CORNER OF SEC. 3 ; , 1 4/ ; 1.34-_ _-_-- �' �%N t A ��' I // / G. 4y�9�, R 11 I 0.2_1 6° 1� / / / 'Cyo ��4 'y �O / 4i� e 1 W; 1 ; 2° tiyG fy / �`GQ ,y�. ~ ro �y V� w; 44 a' w ¢ I °� / l4 �;� GyyQ� / \ta4, G 4 . -- 4 I � o W % // tti/ b �;o DETAIL A 11 ��y�4 / / ��� 0 4 0$"' •y----- - 5 ,,4 W a o > w / �` / PP C f SCALE 1 = 20 ° s c'�go°e 0 %111 /��e� ,3'19 e� 4� gy �Dc F z zo w �„ ¢ a I / / /�o o�S �'� Ati� yy L�' r 2 / / yo jv@ 4�5 �'�cy�cyi- �I � o " z ¢ °" co i / / �p��t�l 1 \�/ G`Z` r 2�/ e �'' 4" G oo O, Cj� o A A¢ x v� 4% V' G .r v. 5 pri 'ti ,n cv E" z 7 U A A ; I / /�`O �':. I I I 1 �1 41 +' 41 / � 1 1 R' �j0, by ~ z Z W x w W I ; 1 �\ tom/ �+ 4 A �� ° / � rpt / 4�4 Gii'n0�� // C�Q1 4G4' n n A „ / / O� \V}� J I / CENTERLINE - r F ° o° / r �p N t�� 4� 1 ti'4�,�'", 4+tiG�� rn Q w x In W z W / �- t �; `i ER E OF TR 0- ;, 4�° / 1r i 5�,9 0 i w a w o z d a F W UNE EASEMENT p ANSMISSION ---- 5yP Oo y __• / / 4 rr`Ti / tsp3tl " o b --N�6� �� n ' w o a -V OE� // W ' I A 4 ER DOC. s e f b ♦ e t. o I z I 552 5 &DOC. N0. C. y +}- O A rt' S 4y�O 4' . ? �' O PQ� mite I "- 7 O a Z W o / /`/ �,� z • C.I.M. DENOTES CAST IRON MONUMENT. i ` (B1-12 N0. T 161075 G� W f `S / / � \ ti�'� MH ti cP d�' 111 a E- xz / c7 LEGEND ? a��0 �C O4i StU L 6y 1 cS ti ; E- G �4 I �;d W � ME T . y 1� G�4 G� 66.0 I # 3792. ti _��- - 1173. e ra Ay> '4� `� - --- ��� Q / / 9'� o DENOTES IRONI(FOUND E LS 1 87 ow tiyG / O \ -' S n ti� PiNVY e r'o W ; o LP DENOTES LIGHT POLE. Cq "� a • PP DENOTES POWER POLE.CQ 11 -O '� W b y /� o¢\ i G `l .b 'G� V EP oF� O :. ; 2 y �,� n�1 4r� Oo°� �� �pc� gc '� • SP DENOTES STAND PIPE. '� '" - 2112. � -_o f� / Dc� / �/ 0 � � o yo 002 " OF NSQ� � gG �O / PP �t i( d I W o SEM DENOTES SEMAPHORE. 0 i O I . ,t Q ■CBS DENOTES CATCH ASIN SQUARE. Q E B S80•59'O5 "�' ; , O • ��a �� / 5C � �n `'h p "� �N� , �os� / �' c��j / / -� ; p O • CBRD DENOTES CATCH BASIN ROUND. a N - ' -- Tto, y� ��O ���O�J+ A��O oo /O / I - o�'q N WV DENOTES WATER VALVE. .tt c O N p ma , `'�' 9� `;�0 ~ " I- • HYD DENOTES FIRE HYDRANT. "//�•-�' O MH DENOTES MAN HOLE. 1---t � �, / �_ � � . r v % �� AcO / A� / 7 (�l I , Lel '(' 41 ` /� /_ o c{ ✓ m' I 1 °�' O��A���°' /p�C I -+ '" GA DENOTES GRASS AREA. _�F �Q� G A: 6� O(� 9� S -- AAr O/ �R� : ; -SS—DENOTES SANITARY SEWER LINE. ; l�ti 1�1� 9� O.4 �� �/ OE. 'n __ //��_ -- U r , f i I -1-1), 04 h0°� �� OC��,Q�� ; ; ; W -DENOTES WATERLINE. Z �i �� X60' G \ �1 Q�yO tiCq- y1' o A4� P til\\G�ltiy0 •�q O� ��,V LINE. C ' �r Z --f- X r yf� a �S I I j * DENOTES FENCE ,• J . �. - . O. �� 0 ��9 l+G O '^ ------ rU �� OL W- 9 ® DENOTES WELL W 1y '- ------------ 4i ''��19 a¢Tw �C� afl 1 0. CONC. �n ON �_ - C" -Q'/ .i, CJ�1 �O� i i i ' 1 j.,-, �5• A '� / y r Q. `, T I DEED DENOTES DESCRIPTION CALL IN DEED I z 0''' e�, ••r ` 6,, r �� �.�� / , ; ,' �/ 00 4 / �+~� ���V O. f � O,E.___ I ti`t' llG \TO R 1SS10 •N OR EASEMENT DESCRIPTION. W % tk Q 0' I .1, __ eS 4 -- MEAS. DISTANCE 'X S OR DENOTES A FIELD MEASURED TO FOUND MONUMENT C7 A W � "�ti ti %N* . , +Q,. \ ( y� ��r�yN�yO �y0,4 nb V 0 ,, ��+ o� -- w W co 0 o. �� 4:ti �40�4 �6� o`' / OC ' os o et~_._ — _ _ �; ----- - 4B 25 „E C I w o / PROPERTY CLVERT. z —� DENOTES CULVERT. ENTERL[NE OF FM DENOTES FORCE MAIN. �- W �1 —E DENOTES UNDERGROUND ELECTRIC LINE. ,4 A " %� �G o / M 3s oo r1~ G10� fs ������ �2�- °""°a` 4 O"' ' —oE_ 567 551 —� _ to - - EASE&ENT PE S SI PP • .-"� , '' �,-` �E MIS ON In 1` ' c� G0 N � � MH ik ' °J9 269 a.0 l G Ar? > 2 ' ldr � g I � � �_`-0� OL �B 55245 DOC. NO n —0E— DENOTES OVERHEAD ELECTRIC LINE. 10 ° ti� cH a % t� ti �' QS' a m ® G``y �� Off,+qt - ---------- CUcc '' OE _ DO CO; _ 1_12 C• N0. 161075 w ENC. DENOTES ENCROACHMENT. o rn 0 4ti M G o� y� tt� O PG o 6, cv; ---- ) i m "t' -14 .fir Cin O/] lA / `��' / / y G� �G� I 4 SNR V�� %D1 44 f _ "� ;1 0 --- - -01~ - IRAN -- --- ----- ----------- GUTTER. O C/G DENOTES CONCRETE CURB & It (s7 CQ - 0' •p �� WV = MH ° G40, 4`ti 4V O O 02' f______________ , 9; TO SMISSION ----------- C/W DENOTES CONCRETE WALK. eP'- O G I=23 50 41 o`� O� QO �� , o v ✓' 'oy cv; — WER-_ _ — c��I .� --- / / HYD :. - R=510.00 Q v f� A�+Cj oo. �9 �ti• ; '`✓ G - — of - 13 �--- _ — of —----------- : 0 ' � o ; � r- CQ < r G � �� �9 6'f • < . '; W f� N Q�O�� i , J I CO; t� O'� I �' �a 3 4 L=212.25 6.- — _ _52.5 — - G m C C ��. +' GO to -5 01 yy �� a `y4 5 4+S E4 ------------------— -�— ' `�'�9f O_ WALK .co UNE A' , N1, ; ; ', ?, MAIN P�' 404_ — — of o 00 2,A' 1 i / \4.9 FT `, - 0 �e 4 6f fig?' A 9a 4 / -------- -- -------------- - -- - --- o4J 00 Op�A f� ti ONO B � — FM ----4- G �y S -- OF, I I---- 1 _ - A ti l ", t rr to , / 5 44 4 - -- _ _ �,,/ — _�— I OE O -V_ I s} ACTUAL POINT "', " d 1r i, 6� y�O4w4 fo+ty3 ° . 9 ; -;`UO °4 4 X00 - -- - -- / \OF BEGINNING ;I ; , , g Lp i �� 04 y fs f - - _ - — — _ _ ---- TanrTisMtssiorWrlELEtxEF I �. OF PARCEL 2 " �* 4�' �" ti r '� �' O A� �G4 ,:, A \ SET _ EASTERLY LINE, S 0 EVIDENCE WIRE / 'J ; �,So CONC. g° O�C%� $ il_1 �1y `P�9 ; I Y X13 E _T WERMIS x�_--_ . SET IP L X4`2' ,� �,, ' - I . WALK 10.1 S�' Qo� G 1Q " 'V�O �6 jam, ; --__ 792 _- 135 .9 IOE I �,,'--------- - IN _TREE i--- L �jl 5/ ,oa •c?� S 3792 QQ,, i -0 SI / rl ,, A 4.s FT 9` O O\D 1 ,-' ,c ti 1345.22 �- — St `- - -- '; �✓ 0 �5N w ww r o X00j`� O oo�` 4lQ icy i+I' / === W I,, - - - - - - - - - PP - - - — — — -_ SE COR. OF NE ;' 8 O O f} 2� 0 / ; w WA o e` Eek 00 � � OOp��O V. �5 v�o a To ny d,: T - - - - - -----� -- -------------- 1345.22 - —oE _ _ 1 - 1/4 ;OF THE NE �ti� i a "� �; 0 00 00 00 oAoO O / �° / DETAIL B } 1 2690.44 - — --"�� mr- -oE' '_ 1/4 SEC. 3 / ' � P` �"� S ,0°G°� O O O"A nl-------- EVIDENCE OF -- "----- °--------- `-NORTH LINE OF GOVERNMENT LOT 1 -- -- --__-- _ RMISSION-___ , •,` NCO Q O � OO 4OO O� Off' � ti Qg O'�t�G +o '�'' '-' -NORTH LINE OF GOVERNMENT LOT 2 WESTERLY LINE, �'`- - , „ + „ , 6O 11 ' c�i T -- TRANS sW c,� OO�sO OO O �O 61 0c� �Lyl� SCALE i = 2O 'p O \ t S89 32 92 W PER COUNTY RECORDS _—_ TOPE =' •• .d S d CV STEEL POST a6 -� yy, ,.� L_____L - , �' J m� ,-' 4j `'w ,�6'�V �� O� O 4 C4 n.� / °O WITH NO WIRES1 I _ I /X, ; �' II II g• c� o, --(1 nQ spy, /• / ,ate �� z •+1 NORTH LINE OF GOVERNMENT LOT 1 1354.96 VALLEY ENGINEERING 1 / / / �,40�� 7LY.f' ti -10. ---�00 OOO /• 4 yG�/ '¢°P� ' �� \QTd `ENGINEERING SOUTHERLY WIRE OF ----`- _ 1/ „ Z I ® O • $O� • 4 VEY BY VALLEY ----, ------_ FOUND FENCE POST WIRE PER 1965 SUR �/ " mo 9 _ __ 1, _ .` /j\" �,V 4 LAYING ON GROUND 4 POINT "A I i ; I+TI ` 44 �C1F Gq�1'" +Y - aCC1 ACTUAL POINT �C> � ) �, R TRAxsMlssloN LtNE. \ \ yO�1 -___- Ma y 4 _ ° 4� - , • '�9� 4•Q' G� J \ LAYING ON GROUND. /// FOUND STEEL POST WIRE n OF BEGINNING '" m 4G 2� l \� 9 °� �� o'/ 'Cr W 4 OJ t4, 'L• FOINN STUMP �� OF' PARCEL 1 w w 4� �~� l / 6i ,gSl� G�� ti� �a C ,// �/ . U n �y� r� L's` �A,11 p y4 O1SS Gj' Q N 1� O G P. / /`/O ���� a WV I=42"53' 13"9 O fib' Z/1t Q� ' 1 / 4,� 0L Ex» c� Ida O N ---R=420.00 0 ''/ . 4 " �y_ j ,.•°� � w E" � L=314.38�titioj _,-' �`lr ,`SN�,Ac' ' _` w +1 F S ca5 ` A A�,11 \ a � o 41 zxaG A `' �r N a w � L)� °°� ya �`��t�'' o� f°� fe s dol G�4� G• �'N t W x y o , " ca`S I e co I w y4 �� C 14.18 -o 0 P:4 44 / I / TO HORD esf \ ¢ �� �ygG$/ TO PROP. 1LINE it / I L O r ... / 66.0 / E_ % C1% w , 11C\1 _ -6 co W A \ Eo to ��9 ) U to V I W I 'I610-6 LEGAL DESCRIPTION: x In F A M z O z � U O W fZ4 (/] E_ ' = O I O z U GON ����� ��J ik�' 0. N9. `moi i�N 4e NOTES: 1) ALL BEARINGS SHOWN ARE ASSUMED DATUM. 2 ALL UTILITY INFORMATION SHOWN IS BASED UPON AVAILABLE INFORMATION &PLANS PROVIDED BY CLIENT. 216-D REQUIRES NOTIFICATION OF 3 MINNESOTA STATE STATUTE Q LOCATOR AN UNDERGROUND SYSTEM CALLED "GOPHER ONE -CALL" (651-454-0002) FOR UNDERGROUND UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. 4) PARCELS 1, 2 AND 3 CONTAIN APPROXIMATELY 1,053,533 SQUARE FEET OR 24.186 ACRES. 5) PARCEL 4 CONTAINS APPROXIMATELY 489,510 SQUARE FEET OR 11.237 ACRES. 8) PARCEL 5 CONTAINS APPROXIMATELY 1,917,367 SQUARE FEET OR 44.016 ACRES. 7) THERE ARE PRIVATE UNDERGROUND ELECTRIC LINES CONNECTING LIGHTS, EXACT LOCATION UNKNOWN. TRANSMISSION LINES CROSSING 8 THERE ARE MAIN ELECTRIC THE BUILDING AND PROPERTY. 9) PARCELS 1-3 DO NOT LIE WITHIN A DESIGNATED FLOOD ZONE COMMUNITY 270051 PANEL 001013 PER CITY OF CHANHASSEN DATED 7/2/79. 10) PROPERTY IS ZONED "IOP" INDUSTRIAL OFFICE PARK DISTRICT. 11 SETBACK LINES PER CITY OF CHANHASSEN: 30' FRONT, 10' REAR & 10' SIDE. 12) THERE ARE NO DESIGNATED PARKING AREAS ON THE SITE. 13 DETAILS A & B ARE SHOWN IN ORDER TO CLEARLY DEPICT T IN ESE CONGESTED AREAS. LOCATIONS OF IMPROVEMENTS H TO THE SETBACKS UI ING IS LEGAL NON -CONFORMING, 14) B LD PER CITY OF CHANHASSEN. 15) THERE ARE OVERHEAD ELECTRIC AND UNDERGROUND FORCE PER MAIN LINES SERVING PARCEL 4 THAT CROSS PRIVATE PROPERTY. THERE WAS NO INFORMATION PROVIDED WHETHER THERE IS AN EASEMENT OF RECORD FOR THESE LINES. 16) THE ACCESS ROAD TO PARCEL 4 CROSSES PRIVATE PROPERTY. THERE WAS NO INFORATION PROVIDED WHETHER THERE IS AN ESEMENT OF RECORD FOR THIS ROAD. THERE MAY BE EASEMENT RIGHTS OVER THIS ROADWAY BY USAGE OVER TIME. 17) PARCELS 4 AND 5 LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ZONE PER CITY OF CHANHASSEN COMMUNITY #270051 PANEL OOIOH DATED 7/2/79. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Date 4/04/07 Lic.No. 13792 I FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS -229943 MPLS DATED 7/06/06. SCHEDULE H EASEMENTS: B1-4 EASEMENT IN FAVOR OF N.S.P. CO. FOR ELECTRICAL TRANSMISSION LINES PER DOC. NO. 102753, WHICH AFFECTS SUBJECT PROPERTY. B1-9 AMERICAN CRYSTAL SUGAR COMPANY (GRANTOR) RESERVED UNDIVIDED HALF INTEREST IN OIL GAS AND OTHER MINERALS TOGETHER WITH THE RIGHT TO EXPLORE FOR, MINE AND EXTRACT SAME OVER PARCEL 5 PER DOC. NO. 52851. 131-10 APPURTENANT EASEMENT TO PARCEL 4 IN FAVOR OF GEDNEY COMPANY FOR ROADWAY UTHdTY AND DRAINAGE PURPOSES PER DOC. NO. 108604 WHICH AFFECT THE SUBJECT PARCEL 4. BI -11 EASEMENT IN FAVOR OF MINNESOTA VALLEY ELECTRIC COOPERATIVE LE FOR ELECTRICAL SUBSTATION, OVERHEAD ELECTRICAL TRANSMISSION AND UNDERGROUND ELECTRICAL DISTRIBUTION LINES PER DOC, NO. A 432512 AND DOC. NO. A 432513, WHICH AFFECT SUBJECT PARCEL 1. B1-12 RELEASE AND GRANT OF EASEMENT BY AND BETWEEN NORTHERN STATES POWER COMPANY, A MINNESOTA CORPORATION, D/B/A XCEL ENERGY, AND M.A. GEDNEY COMPANY A MINNESOTA CORPORATION DATED SEPTEMBER 29, 2006, RECORDED DECEMBER 8, 2006 AS DOCUMENT NO. A455245 IN THE OFFICE OF THE COUNTY RECORDER OF CARVER COUNTY, AND RECORDED DECEMBER 8, 2006, AS DOCUMENT NO. T161075 IN THE OFFICE of THE REGISTRAR OF TITLES OF CARVER COUNTY. SURVEYOR'S CERTIFICATION AS TO PARCELS 1, 2 AND 3 ONLY: To Wells Fargo Bank, National Association, acting through its Wells Fargo Business Credit operating division, M.A. Gedney Company and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes Items 1-4, 6 (as to setbacks only), 7(a), 8-10 and 11(a) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the Mate of Minnesota, the maximum Relative Positional Accuracy is 0.07 feet. Date:___�04f 07 "1 John Coulter Peterson Minnesota License No. 13792 Parcel 1: That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwest corner thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad; thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with the West line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land es d said int also bei in a curve having a radius of 694.69 feet the radius point of said to bed described, std o is P being B curve being South 46 degrees 57 minutes East, 694.69 feet from said actual point of beginning; thence running Northeasterly along the centerline of said industry spur track and along the are of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the are of said curve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of said industry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thence running Northeasterly along the arc of said curve to the right and o said industry sur track 142.42 feet to its intersection with the Southeaster) along the centerlinef a d y p y w lie of a Minneapolis & St. Louis Railroad said point bei 48.93 feet Southwester) right o[ a n th B Y P P being Y from the North line of said Section 3 as measured atong said Southeasterly right of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line d Section 3• thence running East along said North line 146.4 feet more or less to the Northwest of said Se ti nc g g parcel f land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 corner of the par 1 0 I n c y g Deeds, Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly way line of a Chaska and Shakopee Road 150 feet; thence deflecting 53 degrees 47 minutes to right of th Y P B gr the left and running Southerly 175 feet to a point in the Northerly right of way line of the Chaska and Road; thence running Southwester) along said Norther) right of way line 1676.9 feet more ShakopeeB 9 B Y B Y . e drawn parallel with the West line of said Section 3 from the actual point of or less, to a point in a hn d p beginning; thence running North along said parallel line 367.62 feet, more or less, to the actual point of beginning. For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a due North and South line. Except that part lying West of the following described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 seconds West, said point being on the Northerly line of the Chicago and North Western Railroad degrees 0 minutes 10 seconds East along said right of way line Company right of wa way; North 51 der 8mm s E P YY. 8 B B Y feet t the actual int of beginningo[ Lme A to be described; thence South 23 degrees 43 1218.17 o po g minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the West having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 ec s West; thence South 12 degrees 57 minutes 59 seconds Wes tangent to last described curve s and th gr t, g 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the East having a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating. AND Excepting therefrom the following described tract: That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at the northwest corner of the Northwest Quarter of said Section 3; thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds East along the north line of said Northwest Quarter a distance of 2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds, page 58, in the office of the Carver County Recorder; thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Book 46 of Deeds, page 19, in the office of Lhe Cs�er ;ounty Recorder; thence north.-rly along said west line to the intersection with a itne bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes 44 seconds West to the point of beginning. (Abstract Property) Parcel 2:W. W That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, O z Minnesota, described as follows: z - Beginning at a point in the West line of said Section 3 distant 1795.'7 feet South of the Northwest corner ____ 1 thereof, said point being in the Southeasterly right-of-way line of the Chicago and Northwestern I Railroad Company; thence running Northeasterly along said right-of-way line 997.8 feet to a point 1 (­lach point is the Northwest corner of the tract previously conveyed to American Sugar Company as described in Book 44 of Deeds at Pae 8 thereof which point is the true point o Page ), p p f beginning of the tract conveyed; thence running South parallel with the West line of said Section 3, 272.18 feet to a point (which point is the Northwest corner of the tract previously conveyed to M. A. Gedney Company as described in Book 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeaster) along the Northwester) line of the tract previously conveyed t y ng y p yo M. A. Gedney Company r.,•) as described in Book 61 of Deeds at Page 251 thereof and along the are of said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27 minutes East z0 tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet; ,_., thence running Northeasterly along the arc of said curve to the left a distance of 307.21 feet to the end E_ of said curve; thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the U I beginning of a curve to the right haul a radius of 532.18 feet; thence running Nc• east o gt g g ng ng th arty along the W � 1 are of said curve to the right 142.42 feet to its intersection with the Southeasterly right-of-way line of Chicago and Northwestern Rahway Company railroad, said point being 48.93 feet Southwesterly from WO the North line of said Section 3 as measured along said Southeasterly right-of-way line; thence running Southwester) along said Southeasterly right-of-way line of Chicago d Northwestern Y n8 Y nB Y g an otth astern Railway a Company railroad to the point of beginning. W ; E- ; Except that art lying West of the following described Line A: P P YtnB B z '1 W Commencingat point on the West line of said Northwest Quarter 's rth distant 1855.37 feet Souther) from P @ Y U1 11 the Northwest corner thereof, said West line has an assumed bearing 0 0 0 rm f South degrees 33 minutes 32 B B seconds West, said point being on the Northerly line of the Chicago and North Western Railroad __ Company right of way; thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thence Southerly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and not tangent to said curve 5.00 feet; gr ng f e , thence Southerly 96.91 feet alonga non-tangential curve concave to the West having a radius f g g o 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 de g g g grecs 28 minutes 09 seconds West- thence South 12 degrees 57 minutes 59 seconds West tangent to last described g g a curve, 143.07 feet; thence Souther) 330.2 feet along a tangential curve concave to the East Southerly ng tang e s having a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds and there terminating SET IP LS #13792-11 - 1366.46 it A W w dp O A r, O -ti N O C7 o O .n 0,-4 CA z a \.t PP 3. \a -0 in A W � c A to L) Z o to "--BUILDING SET IP ; 500. 0 LS # 13792 -- ` - N89022 OCE g I 11 1 14 I O• v�9 Il ��(�O° I ✓ . POND "A" >------CULVERT ELECTRIC POND "B" coo co LLQ co CA 11 I 11 I --- ' DISCHARGE 2732.91 ---- S89"52'53"W 7 WATER I�INE � o,,�X% ,a EAST LINE OF SEC. 3 - ELECTRIC VAULT CULVERT POND "C" 47 A: 1366.45 ELECTRIC - - - -- - - - VAULT -,. / 5t ='. SURVEY LIN -- E r - Co i` Z'� M C\2 N Cil ., ."I SET IP LS #13792 TOP OF BANK TOP OF BANK-- , 11 I11, , 87.08 N58.46'48"E - i 0 , 1 L --- O .� --- .' - 1/4 CORNER ion.=- E ' 9499E / /OF SEC. 3 \ 23595 $6 // ��6 J 5 r 8" P.V.C.---- TOP OF BANK--, / o6i� (Abstract Property) `t�'B 4 -11 5 " n' tiOGA 9 E 2 1 I 3•. 2 4 Parcel 3: 3 CJ The legal descriptions per the provided title commitment c "to 4 n all the Norther) Bank of the Minnesota River". 2 B P P P F� Y Outlot D, Crystal Addition, Files of the Registrar of Titles, Carver County, Minnesota. Accordingto the Minnesota Department of Natural Resources, Division of Waters, the have not established an 1 BB �-_ � 1 P Y � \-,-,----- &.1 11�Ordinary High or Low Water Line for the Minnesota River in this area and they claim ownership to the top of the ' �Q'Torrens Pro ert bank of the river. The U.S. De artment of Interior, Bureau of land Mana ement Manual of Surve 'nE�` OF( P Y) P B Yl Bjti`I --t 6 Y 5 - �` Instructions, 1973 rules state that the shores of navigable waters, and the soils under them are reserved to the ,l \lE - - Cs '11� -5Ug 3Y'� ---_Ep m 05 Parcel t v0 i Pa el 4: States respectively. el . In the case of Minnesota, In Carpenter vs. Board of Commissioners of Hennepin Count 581 P Y m'P P Y. Cj C.1 6.7 ,.yl____ ---------6 4 0 4 Government Lot a Section 3, Township 115, Range 23, according to the United States Government Minn. 513 58 N.W. 295 1894 the riparian owner on navigable water takes title to the high-water mark. In 48 P 8 nB ( ).B B g 47 -----� B 7 7 -- E Survey thereof, Carver County, Minnesota. addition, in "Clark on Surveying and Boundaries, Fifth Addition" it cites Harney v. Keokuk, 94 U.S. 324 (1877) ,, __- N- T�O� GSI that the boundary is the "high-water mark." In some states, as in Cole v. Pittsburgh & Lake Erie R.R., 106 ` GI' 1,0 Together with nonexclusive appurtenant easements for roadway purposes and for utility and drainage t B PP Y Pu+P 9 B Pa.Super.438, 162 A. 712 (1938) found that where the water is used as an abuttal, a call "to the bank" would carry 41 `y y A5 / purposes established in Warranty Deed dated August 27, 1965, filed August 27, 1965 in Book 86 of to the high-water mark or the low-water mark, depending on the individual state laws. Minnesota may have other 0917'42 E --- g=-131 �� 'S g Deeds, Pages 45-46, as Document No. 108604. N8 " - - �� 0' * A RECEIVED cases concerning this matter. 3t•, ---, _ O '�' i� CITY OF CHANHASSEN (Abstract Property) i There is also a conflict on the location of the North tine of Government Lot 1. This survey shows the line as 7 -- ' ,7 } _y ', N4 �'1' / 2010 1 determined by the county and also the line as surveyed in 1965 by Valley Engineering Co., Inc. ANX Sgg543`13 W �B AUG 2 0 Parcel 5: __'f0P OF $ i� 11 That t o Government Lot Two 2 The Southwest O e ��- 11 CHANHASSEN PLANNING DEPT par f (),One-quarter of the Northeast Quarter W strongly q e tr ngly recommend adjudicating the subject parcels to determine and fie the boundaries of the subject property. v � .R•+ '. N BA D.N 5 ,.,,, R SWl 4NEI 4 and the Northwest One-quarter of the Southeast Quarter NW E A `� q Q ( 1/lows: ), all in Section � , L 1 III E Three (3), Township 115, Range 23, Carver County, Minnesota, described as follows: Commencing at -,2g1 l` g�'�E1'Ls M�,� BD vis j,EFSQ'I RIv � ;'' / the North quarter comer (cast iron monument) of Section Three (3), thence Easterly along the North -�-- -� y ' O j,INE C TO BE oPER'v 'R �+ NOTE: THIS SURVEY CERTIFICATE IS NOT VALID WITHOUT A RAISED SEAL. line of said Section Three (3), a distance of 1,324.24 feet to an iron pipe; thence Souther) along the - �� �Y gMINF'D ECT Pg P P Y a BOON V V g) West line of the Northeast One-quarter of the Northeast One-quarter (NEI/4NE1/4) a distance of �_- SET IP ( NOT D TgE COPYRIGHT C\ 2007, C.E. COULTER & ASSOCIATES, INC. 1,277.5 feet, continuing Southerly along the West line of the Southeast One -Quarter of the Northeast � LS # 1 3 792 BUT y OF One-quarter SEI 4NE1 4 a distance of 600 feet to the actual point of beginning. Proceed from the �� TOP OF BANK BOUND � DATE: 4/04/0777 SCALE: 1" = 100' 9 ( / /) P�— � ) artiial point of beginning Westerly at a 90 degree angle to the West line of the Southeast One-quarter of _ REV! IONS C. G+� t�, A ER & AMOCUTES, INC. JOB NO. 12206C the Northeast One-quarter (SEI/4NE1/4) a distance of 500 feet; thence southerly ata 90 degree angle a �_- r + ' LICENSED LAND SURVEYORS IN MINNESOTA AND WISCONSIN distance of 950 feet, more or less, to the Northerly bank of the Minnesota River; thence Northeasterly _� BK./PG. 819/128 along said bank to the West line of the Northeast One-quarter of the Southeast One-quarter([1 � (NEI/4SE1/4); thence Northerly along said West line and its Northerly extension a distance of 850 feet, C ( 1 __---/ FILE NO. 10-12 more or less, to the point of beginning. 1 `V tiJ 1103 W. Burnsville Pkwy, #200 MIls _____� Burnsville, Minnesota 55337 ___`-- f� Phone: 952-808-9500/FAX: 952-808-9501 E-mail: coulter®cecoulter.com �- SHEET 1 Of 1 (Abstract Property) c MATCH EXISTING CMU AND FLASHING ELEVATION 0 Eel I 0 TYPICAL TOP OF CMU 126'-0" JOIST BEARING CMU NORTH & SOUTH WALL ELEV 124'-0" FLOOR ELEV 100'-0" STAIR FLOOR PLAN 1/8 n = 1 1-o" SET ANGLES AT ROUGH IN FTG �D----------------------------------------------------- �_;_' ANDSTPIRRISETO _�------------'------- FOR FUTURE DOCK LEVELER -- , ---- — — -------------,-`----------'----- —------------------ — ------------------------------------- —------------------------------------------------------- `-•---'-�-`,---F-}NAL�R'ADE - EXISTING__ -_*--_ADDITION 0�EEDET. S4 BUILDING SOUTH ELEVATION 1/8 n = 1 ,-0a O27'-8" O 34'-8" O 34' 8" O 34'-8" O 34' 8" O O 34'-8" 36'-8" TYPICAL -- -- TOP OF CMU 126'-0" ----------------- --------------- JOIST BEARING CMU METAL LASHING NORTH & SOUTH WALL CJ CJ CJ CJ CJ CJ ULEV 124"-O'" --------- -- --- ROCK F CE 0AU TO EAST ELEVATION H.M. INSULATED SERVICE DOOR AND FRAME\ STEEL STAIR � 1 MA-TCH H.M. INSULATED SERVICE DOOR AND FRAME STEEL STAIR -- -- - - €------------------- ------ -`,- -•-'---i------------------- ----- .----_-________________________'-_--_--___-_-_____ _____-________-_-_-----__________---_-_----_____________.__.1___-'_-_-__---_________-__________--__________..... 1/8 = 1 '-0' MATCH AND O " O O ® FLASHING ELEVATIONING ROOF '- 40'-0" 40'-0" 40'-0" OVERFLOW/, OVERF W OVERFLOW METAL FLASHING OVERFLOW SCUPPER SCUPPE SCUPPER SCUPPER in ROCK FACE CMU TO CJ CJ CJ --- CJ MATCH EXISTING ci FUTURE OPENINGS 9'-4" X 10'-0" KO FOR ALUM FRAMED WINDO S H.M. INSULATED SERVICE STOREFRONT ENTRY DOOR AND FRAME STEEL STAIR 9 ' SS INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF DRAIN OUTLET :DRAM WILE\ DRAIN OUTLET DRAIN OUTLET\ - - b .__. _____ __ __ _. - - ---..-.. - .______ _____ ___ ____ _____ _ ___ _ _______ __ . _ - - _ _. .__ ___-. -_____ .-..__ _- -- _-_-.__._____ -_- - - -.._ _ _-_-______--._._. ___-_- _.- _ ___ ___ ..._ 1 1 .. II1 �J i. •i _ _a T 1. _ _ � 1 40 x 238 n 9520 sq ft FUTURE GRADE ELEVATION _____________________-__________________________________________________________________________________________________________-_-________-._____-______ ,___-____�__,___�-- 10_ _____________________________________________________________________________________________________________________________________---------___��__�___.------- ___ 55_ __---.---- __._ ---- ---- NORTH ELEVATION EXISTING 1/8 = 1 1-0a ADDITION BUILDING FLOOR EI -EV 100'-0" f" cu 0 0 Z � Q= OVERFLOW METAL FLASHING OVERFLOW SCUPPER C D Y OSIC SCUPPER cn 4_(in_ Q Z3 8 X 10 INSULATED METALci CJ CJ METAL FLASHING CJ OVERHEAD DOORS K.O. FOR FUTURE TYP: WSX15 ST BM. W/ 318' X 11" X 8' BOT PLATE ROCK FACE CMU TO Q Q H.M. INSULATED SERVICE 8 x 10 O.H. DOCK DOOR .................................... MATCH EXISTING Q DOOR AND FRAME TY X8 � __ _ _..: r_ .....-.-.........-.-.-...-.... ' y j • ' a y • ' . K.O. FOR FUTURE STEEL STAIR 3 88XX 1 1'T BOT PLATE K.O. FOR FUTURE K.O. FOR FUTURE 8 x 10 O.H. DOCK DOOR H.M. INSULATE[ SERVICE DOOR S5 --•--•-•• �. W�__ �_, EE DET 11 S4 12 X 14 DRIVE IN 12 X 14 DRIVE IN--- DOOR DOOR SEE DET. S4 �� 1 ' AND FRAME STEEL STAIR I I ' , I I ii.i• i 1.../Iii I .i......�.i. � liiil.! ! !!!ilililNiissililiii��!!!-!i�lIii.l.!!i!!liili.-!!.!i!!i!.11isi�iiiiil+!!!!!!!!!s!i-l�ii!!iIlliiilllit�ll�!!!�f!!-!!!tel-l-i-!!!!!!!!llii�!!!!!!.!. .. .. .. •. .. .. 1__ _ aaaa\\\ a\\.iliillNiili!lliN�!!!ii!llMiiilii! \a\aaaaaaaaaaa\aaaaaaa as I �\\aaaaaa aaaa a` '' ,.,♦ DOOR SEALS AND DOCK BUMPERS I I ' ,1 AD JUST TYPICAL TOP OF CMU 126'-0" JOIST BEARING CMU NORTH & SOUTH WALL ELEV 124'-0" FLOOR ELEV 100'-0" STAIR FLOOR PLAN 1/8 n = 1 1-o" SET ANGLES AT ROUGH IN FTG �D----------------------------------------------------- �_;_' ANDSTPIRRISETO _�------------'------- FOR FUTURE DOCK LEVELER -- , ---- — — -------------,-`----------'----- —------------------ — ------------------------------------- —------------------------------------------------------- `-•---'-�-`,---F-}NAL�R'ADE - EXISTING__ -_*--_ADDITION 0�EEDET. S4 BUILDING SOUTH ELEVATION 1/8 n = 1 ,-0a O27'-8" O 34'-8" O 34' 8" O 34'-8" O 34' 8" O O 34'-8" 36'-8" TYPICAL -- -- TOP OF CMU 126'-0" ----------------- --------------- JOIST BEARING CMU METAL LASHING NORTH & SOUTH WALL CJ CJ CJ CJ CJ CJ ULEV 124"-O'" --------- -- --- ROCK F CE 0AU TO EAST ELEVATION H.M. INSULATED SERVICE DOOR AND FRAME\ STEEL STAIR � 1 MA-TCH H.M. INSULATED SERVICE DOOR AND FRAME STEEL STAIR -- -- - - €------------------- ------ -`,- -•-'---i------------------- ----- .----_-________________________'-_--_--___-_-_____ _____-________-_-_-----__________---_-_----_____________.__.1___-'_-_-__---_________-__________--__________..... 1/8 = 1 '-0' MATCH AND O " O O ® FLASHING ELEVATIONING ROOF '- 40'-0" 40'-0" 40'-0" OVERFLOW/, OVERF W OVERFLOW METAL FLASHING OVERFLOW SCUPPER SCUPPE SCUPPER SCUPPER in ROCK FACE CMU TO CJ CJ CJ --- CJ MATCH EXISTING ci FUTURE OPENINGS 9'-4" X 10'-0" KO FOR ALUM FRAMED WINDO S H.M. INSULATED SERVICE STOREFRONT ENTRY DOOR AND FRAME STEEL STAIR 9 ' SS INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF DRAIN OUTLET :DRAM WILE\ DRAIN OUTLET DRAIN OUTLET\ - - b .__. _____ __ __ _. - - ---..-.. - .______ _____ ___ ____ _____ _ ___ _ _______ __ . _ - - _ _. .__ ___-. -_____ .-..__ _- -- _-_-.__._____ -_- - - -.._ _ _-_-______--._._. ___-_- _.- _ ___ ___ ..._ 1 1 .. II1 �J i. •i _ _a T 1. _ _ � 1 40 x 238 n 9520 sq ft FUTURE GRADE ELEVATION _____________________-__________________________________________________________________________________________________________-_-________-._____-______ ,___-____�__,___�-- 10_ _____________________________________________________________________________________________________________________________________---------___��__�___.------- ___ 55_ __---.---- __._ ---- ---- NORTH ELEVATION EXISTING 1/8 = 1 1-0a ADDITION BUILDING FLOOR EI -EV 100'-0" 'TY OF CHANHASSEN RECEIVED AUG 202010 �4'NHASSEN PLANK NG DEPT Mav 2010 AZ f" cu 0 0 Z � Q= °mom m C D Y OSIC Z cn 4_(in_ Q Z3 �C Q C) 'TY OF CHANHASSEN RECEIVED AUG 202010 �4'NHASSEN PLANK NG DEPT Mav 2010 AZ c J m D Z Q zZ o W z Q Q z 0 Q 'TY OF CHANHASSEN RECEIVED AUG 202010 �4'NHASSEN PLANK NG DEPT Mav 2010 AZ 304.49' S 88052'27" W 10, 13: Ln 0 C:) ♦ / // 1I N M 101, co 0 �i o // cn ♦ /i I / / / / PP • ♦ ♦' / / OQ'PN�P pp `�I ♦ ♦ �N�� �P C5<101- • 1h V ♦ `41,�� PROPOSED BUILDING ADDITION XPi J' ,p O r%. �!o F 4 OCC \ v i:N, z /J (v 00 KEY PLAN o Q IT r P (n io a Sa R= 0 �P IN.: 4 z O N � �aE F LEC. TRAN. ♦ o�$`'I-, 4v1 q� �N1 -- TOWER = yr S ` 11 Ofuel filler cap - � ---, afuel monitor 010 A�e%ra! PP I �pi �O�,�. V` ♦' O tf�p �5� yQ 0Q 5 +A\tK 400e oNJ3 s CD 111111111 tk a (9! / `r PP w � SCANNED P♦ _ Tv RECHANHASSEN o + � � « ♦ SITE PLAN � AUG 2 0 2010 '' / so 0 NHASSEN PLANNING D EPT V— 0 >000e Aw Ic 2010 SO 0 50 100 150 200 250 300 a 350 ' S �♦ �i 11 — -- --� ____� SITE n,o ll, N 11 W L N J � 0 N �-C)� .p o m 5.0' N 87°51'01" W Q Q U") LO Loo u 11 304.49' S 88052'27" W 10, 13: Ln 0 C:) ♦ / // 1I N M 101, co 0 �i o // cn ♦ /i I / / / / PP • ♦ ♦' / / OQ'PN�P pp `�I ♦ ♦ �N�� �P C5<101- • 1h V ♦ `41,�� PROPOSED BUILDING ADDITION XPi J' ,p O r%. �!o F 4 OCC \ v i:N, z /J (v 00 KEY PLAN o Q IT r P (n io a Sa R= 0 �P IN.: 4 z O N � �aE F LEC. TRAN. ♦ o�$`'I-, 4v1 q� �N1 -- TOWER = yr S ` 11 Ofuel filler cap - � ---, afuel monitor 010 A�e%ra! PP I �pi �O�,�. V` ♦' O tf�p �5� yQ 0Q 5 +A\tK 400e oNJ3 s CD 111111111 tk a (9! / `r PP w � SCANNED P♦ _ Tv RECHANHASSEN o + � � « ♦ SITE PLAN � AUG 2 0 2010 '' / so 0 NHASSEN PLANNING D EPT V— 0 >000e Aw Ic 2010 SO 0 50 100 150 200 250 300 a 350 ' S �♦ �i 11 — -- --� ____� SITE A MY uww mm of im ftm �MAWY APPII�IA7E N 0" NO / fMIM AND MLW K MAMM BY im MAY DST. AND R IINL K IM N< im TO GRAN IM LOMW NOCH PP GRAPHIC SCALE 1 imb - 00 R CITY OF CHANHAS RECEIVED ; AUG 2 0 2010 CHANHASSEN PLANNING DEPT A 1' O" 36'-4_ I m N CJ tJ aJ la an O4 0 c CJ O34'-8" O 34'-8" O 34'-8" O 34'-8" O 34'-8" O 26,_4'1 1'-0"O 2- 4 STEEL STAIR 2 4 STEEL STAIR O CJ CJ CJ CJ CJ I CJ ZLZ::V— 1 7 1 1 1 1 1 i--- 3-0 X 7-0 INS4L H M. DR 238' 3-0, X: 7-0 INSUL_ HN. DR j IN H.M_ FRAME 163'-4" x x'38'•0" IN H.M. FRAME i = 38&72.54 SIQ. FT. 12" CMU W/ #5 REiBAR VERTICAL < AT 32" 10.C. AND [ADDAR TYPE HCRIZIN'TAL REING AT EVERY OTHER COURSE RID RIGID FOUNDATION o INSULATION AT INSIDE a OF FOUNDATION WALL TO FROST DEPTH Q - - ------ ----- - - ._.. _.. - --------------- - --......- _ _ ;. ... -- t7 J uj 1....1.1..1. x z v �z o 0 o a m a0 Y 0 TYPICAL o 8 X 8 X 1/4" ST TUBE OOL x z o 10'-0" X 10'-011 - o ICCs CMU PANEL I 8'-0" X 8'-0" X V-7" co Y -- -- - ---- ----------- --- - --..... -- ---. --- - ----------- -----..... _-- - - - - t v CONIC RE1NF FTG 1 I% 1 w I a rz o SAW INTO CONCRETE a m FOR CONTROL JOINTS 90 SEE DET 1 °D 'e No 54 FUTURE RAMP AND DRIVE IN DOOR 111) 111 I zo -it r 11111111,111111 1111 III) 1111111 J = FUTURE PLUMBING x z WASTE CONNECTION o 10'-0" X 101-0" FOR 2 TOILET ROOMS o o_ 1 O K.O. CMU PANEL ..____._----/// -9 T• J T WASTE LINE TO NORTHx z iv BUILDING WALL oa 101-0" X 101-01, .... 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R 1 STEEL STAIR Z Q Q J CL m M J rlj(/)g U Q Q Z 27' _ 0z Z z o N LU z Q O z o Q 3: Z Q J CL sm M J rlj(/)g U Q M: Ow -u= X 27' _ NZO OF— O�to ,,a§E oz N05u %2 nm�n Np vuj Gt" =N : w Z > w =' ra O z w 40 1rw �s r Z as O_.._.ENS� CITY OFCHANHASSEN Q RECEIVED Q AUG 202010 1 CHANHASSEN PLANNING DEPT 1 Z Z May 12 2010 V) 0 w C0 Al ♦ P' G� , J I -- / ELEC, TOW' TR<1N. I I ER z , 1 •�� ♦ �� F W _- �� j w J a� W W I _ 5.0' N 87°51'01" W x� x� x x a x ,• 304.49' S 88052'27" W } ♦ // — KO LO Mr 00 / r r / V ♦♦ /// O�P\�P •PP I �P ON b, 3, 4000� C14 SAF, I I 1 0" 5 i v ca Za Q C J oar 4 o e. _ + (I) < e 0 J m D Z Q Z 0N o�W z a W Q O o W Z F" J M a I y V� PROPOSED ('- BUILDING ADDITION l" ♦ I X a C Q / 00 ♦ P 9, KEY PLAN �\ _�.1 `a pp ; N 6 5 0 Jp O m m co ;F � �l(� BITUMINUOUS PVMT CLASS V— O __ C4 J h ELEC. I =oma o TOWER RAN. I60 5p �s! I b 1 Ofuel filler Cap- 0 ap O fuel monitor • pp 11.Ib --- -_ s 3 C) da 'OA O a>r /('o • �, ♦ 6. 3 �a G ,�,, 96 / PP_ 1 GV V CITY OF CHANHASSEN RECEIVED •`�SITE PLAN + 1 G � r ' AUG 2 0 2010 6 6 CHANHASSEN PLANING DEPT I SO' 0" Aug te. 201e 0 / 50 0 50 100 150 200 250 300 350 400 �+ �� ♦' I I IID --- ___�----- --� JI 1 C 1 { 11 WII w N � l N u, O ♦ P' G� , J I -- / ELEC, TOW' TR<1N. I I ER z , 1 •�� ♦ �� F W _- �� j w J a� W W I _ 5.0' N 87°51'01" W x� x� x x a x ,• 304.49' S 88052'27" W } ♦ // — KO LO Mr 00 / r r / V ♦♦ /// O�P\�P •PP I �P ON b, 3, 4000� C14 SAF, I I 1 0" 5 i v ca Za Q C J oar 4 o e. _ + (I) < e 0 J m D Z Q Z 0N o�W z a W Q O o W Z F" J M a I y V� PROPOSED ('- BUILDING ADDITION l" ♦ I X a C Q / 00 ♦ P 9, KEY PLAN �\ _�.1 `a pp ; N 6 5 0 Jp O m m co ;F � �l(� BITUMINUOUS PVMT CLASS V— O __ C4 J h ELEC. I =oma o TOWER RAN. I60 5p �s! I b 1 Ofuel filler Cap- 0 ap O fuel monitor • pp 11.Ib --- -_ s 3 C) da 'OA O a>r /('o • �, ♦ 6. 3 �a G ,�,, 96 / PP_ 1 GV V CITY OF CHANHASSEN RECEIVED •`�SITE PLAN + 1 G � r ' AUG 2 0 2010 6 6 CHANHASSEN PLANING DEPT I SO' 0" Aug te. 201e 0 / 50 0 50 100 150 200 250 300 350 400 �+ �� ♦' I I IID --- ___�----- --� JI 1 C 1 11 WII w N � l N u, O p O U9 O Z 0 m I r Q,o�r Lr) L0 °' Lr)o 0 ♦ P' G� , J I -- / ELEC, TOW' TR<1N. I I ER z , 1 •�� ♦ �� F W _- �� j w J a� W W I _ 5.0' N 87°51'01" W x� x� x x a x ,• 304.49' S 88052'27" W } ♦ // — KO LO Mr 00 / r r / V ♦♦ /// O�P\�P •PP I �P ON b, 3, 4000� C14 SAF, I I 1 0" 5 i v ca Za Q C J oar 4 o e. _ + (I) < e 0 J m D Z Q Z 0N o�W z a W Q O o W Z F" J M a I y V� PROPOSED ('- BUILDING ADDITION l" ♦ I X a C Q / 00 ♦ P 9, KEY PLAN �\ _�.1 `a pp ; N 6 5 0 Jp O m m co ;F � �l(� BITUMINUOUS PVMT CLASS V— O __ C4 J h ELEC. I =oma o TOWER RAN. I60 5p �s! I b 1 Ofuel filler Cap- 0 ap O fuel monitor • pp 11.Ib --- -_ s 3 C) da 'OA O a>r /('o • �, ♦ 6. 3 �a G ,�,, 96 / PP_ 1 GV V CITY OF CHANHASSEN RECEIVED •`�SITE PLAN + 1 G � r ' AUG 2 0 2010 6 6 CHANHASSEN PLANING DEPT I SO' 0" Aug te. 201e 0 / 50 0 50 100 150 200 250 300 350 400 �+ �� ♦' I I IID --- ___�----- --� JI 1 C 1 100, // //f / PP / /// i O 0 PPP // 0 0 o PP Ole neo---� / / / / o / / /.0e 7 PP ° PP ooeoe oeee // / / *O ��C .00 / 1.10 4110 / / / / GRAPHIC SCALE // // ai n ,m ab / / // //BI FUT / / / AM 3F BU&ft Addftn bob b - eo ft. AMM / / / Ole T'7 _ — / - 1 ``- 1 _ POwerline Easement —_--1` CITY OF CHANHASSEN RECEIVED / AUG 2 0 2010 CHANHASSEN PLANING DEPT HIM ADDITIONS REVISIONS AUTHORITY �� &d�10ff ANY U1M.1= ON TMs PLAN I hereby certify that this plan, apeciflcation, AN MLY APPROMAX N DWW AND di report was prepared by me or under my N0. DATE RWN. CHKD. PPw COMMENTS d Mattke Surveying dC Engineerings Inc. WM direct supeMslon, and that I am a duly �W s�ODD.3�..ii11 LOCAM AND MUSE K VE BY Registered Professional Engineer under the 'E C�1�� 071iR U1NM State of Minnesota Statutes, Sections 326.02 599 Hawthorn Road MAY MWe AM R SMALL R IM to 326.16. Lino Lakes, MN 55014 G = a d� RESPAIS�JI�C'1 V OF IM CONIRA0R ':4 � L1, P44 (612) 783-0300 DRAWINTITLE ! Pi STAN W L�A710N� Todd W. Mattke, P.E. DRAWN CADD APPROVED SCALE: 1 "= SOS DRAWING OF 8/15/10 TWIN CHECKED DATE e 6 1 1 0 0 0 0 0 36'-4" 34'-8" a 34'-8" 34'-8" 34'-8" 34'-8" 26'-411 2 4 STEEL STAIR CJ CJ 21-4 4 STEEL STAIR CJO a 11 OC1 CJ CJ m O 3-0 X 7-0 INSUL H[M. DR 238' 3-0 X 7-0 INSUL HK DR IN H.M. FAME 1631-4 x 138'-0" IN H.M. 'FRAME c') = 38872.54 Sid. FT. 12" CMU W/ 1*5 RE BAR VERT [CAL AT 32" IO.C. AND LADDAR TY PE HORIZIN-TAL REING: AT EVERY o OTHER COURSE N fn R10 RIGID FOUNDATION INSULATION AT INSIDE OF FOUNDATION Vi,IALL 'Won - v T FROST DEPTH o _ - __ _ .__ - - - - o v LU - v - '_• ZG O oQa 00 0o Y O v TYPICAL o o� 8 X 8 X 1/4" ST TUBE COL °J 101-0" X 101-0" x Z o Ic_O: CMU PANEL I -------- - a co 0" x 1' 2" - - - '•.:• ---- •% CON X C RE1NF FTG 1 r - r , -----' o C)z o Q, SAW INTO CONCRETE x Qa00 FOR CONTROL JOINTS Q p ri y' SEE DET 1 ib ]L on S4 �J FUTURE RAMP AND DRIVE IN DOOR `, III111111111111 9 I Q. I l l l 1 1! V 111 v I 111111111111111 1111 1111 111111 an so- 0 FUTURE PLUMBING WASTE CONNECTIONI < z b 101-011 X 101-0'I FOR 2 TOILET ROOMS o d N K.O. CMU PANEL 4 O -1- I ---------- on O .. .... .. .... ........... ----- --,--.-..-.. .... .... .. .. __._. ...-.. _. .......-------- ............. . _._ ._..._ ..... .,.- .. _.. .. ......... .. .. .--. _.. .. .. .. ..._.. .....__. _.._-....--....-----.. ...--. _.--.-...... 1 2 WASTE LINE TO NORTH v J O BUILDING WALL >< z �+ o a O O . qt'' : � IY111111111111 1111 1� 1111111 ... .. .... .. ...... .. ........ ... .. ...........:........... .. ................. ...... ....... .... ...... .... ..... .... ...... .... ......... ............... ....... .......... ..... .. ...... . .. ............ ..... .. ............ .. i ..................... ....................... O C.J ^ lull 1111j1 X111 ' � III111ILII IINI `a B i _- 01 I o z o f111 9 o I %0WT<-5 ... ............. - _ _ - 10'-0" X 10'-0" K.O. CMU PANELt-u 00 cm O Q p WI -a sO�v�i o Ovf2 p w Z�rL'J�IVn m?o z o C g <a v - z ��"� man 5 w N z =l'� ai E S3 o L v'a ft Z LU f a� p aIIZ v REMOVE EXISTING 36" CONC. 3-0 X 7-0 INSUL H.M. R • LL/RETAINING WALL AND y, z RAMPP TO GRAD AS NECESSARY. IN H.M. FRAME Z m IJL X� O rnIA LM �: o °P z j M 00 ...... i ... ......... - .. ........ ,•' .... ............... .. . - �'__, ........... ........... ... ......-.-..---........ ..... .... ... ... .... JiT`� OF CHANHASSEN 5 proposed joist direction ..... ;.. ... .... . STEEL Q RECEIVED STAIR align with bldg to west o 6 M m AU620Z010 FLOOR PLAN - - - ` j - CpANMASSEN PLA4NiNG DEPT IT UI Q n 'N N N 21' 8"I.d. (D (D Z — Z 1 �H� _ w COOLER ' ^ " • Q Ma v $ '� •� •� •� a i� Z Z 12,2010 V) J_ A36'4" cl-i.d.cmu 026'-4" cl-i.d.cmu 36'-4" 11 34'-8" ` 34' 8" .`� 34' 8" c 34'-8" 34'-8" 26'-4" W mHTm C+m Q'm �' w m Al co in= U) Z a� a a� oar J Q 0 `ddj ,L � 'C 7C Q C) �-hZ ,5 Zm LU JOLU 1I��77�� 2�Oro m 0 1 Q Z Z o W Q a Fl - Q z O Q 3: f111 9 o I %0WT<-5 ... ............. - _ _ - 10'-0" X 10'-0" K.O. CMU PANELt-u 00 cm O Q p WI -a sO�v�i o Ovf2 p w Z�rL'J�IVn m?o z o C g <a v - z ��"� man 5 w N z =l'� ai E S3 o L v'a ft Z LU f a� p aIIZ v REMOVE EXISTING 36" CONC. 3-0 X 7-0 INSUL H.M. R • LL/RETAINING WALL AND y, z RAMPP TO GRAD AS NECESSARY. IN H.M. FRAME Z m IJL X� O rnIA LM �: o °P z j M 00 ...... i ... ......... - .. ........ ,•' .... ............... .. . - �'__, ........... ........... ... ......-.-..---........ ..... .... ... ... .... JiT`� OF CHANHASSEN 5 proposed joist direction ..... ;.. ... .... . STEEL Q RECEIVED STAIR align with bldg to west o 6 M m AU620Z010 FLOOR PLAN - - - ` j - CpANMASSEN PLA4NiNG DEPT IT UI Q n 'N N N 21' 8"I.d. (D (D Z — Z 1 �H� _ w COOLER ' ^ " • Q Ma v $ '� •� •� •� a i� Z Z 12,2010 V) J_ A36'4" cl-i.d.cmu 026'-4" cl-i.d.cmu 36'-4" 11 34'-8" ` 34' 8" .`� 34' 8" c 34'-8" 34'-8" 26'-4" W mHTm C+m Q'm �' w m Al Z a J CL Sm M!5 �-hZ ,5 Zm LU JOLU 1I��77�� 2�Oro 1 f111 9 o I %0WT<-5 ... ............. - _ _ - 10'-0" X 10'-0" K.O. CMU PANELt-u 00 cm O Q p WI -a sO�v�i o Ovf2 p w Z�rL'J�IVn m?o z o C g <a v - z ��"� man 5 w N z =l'� ai E S3 o L v'a ft Z LU f a� p aIIZ v REMOVE EXISTING 36" CONC. 3-0 X 7-0 INSUL H.M. R • LL/RETAINING WALL AND y, z RAMPP TO GRAD AS NECESSARY. IN H.M. FRAME Z m IJL X� O rnIA LM �: o °P z j M 00 ...... i ... ......... - .. ........ ,•' .... ............... .. . - �'__, ........... ........... ... ......-.-..---........ ..... .... ... ... .... JiT`� OF CHANHASSEN 5 proposed joist direction ..... ;.. ... .... . STEEL Q RECEIVED STAIR align with bldg to west o 6 M m AU620Z010 FLOOR PLAN - - - ` j - CpANMASSEN PLA4NiNG DEPT IT UI Q n 'N N N 21' 8"I.d. (D (D Z — Z 1 �H� _ w COOLER ' ^ " • Q Ma v $ '� •� •� •� a i� Z Z 12,2010 V) J_ A36'4" cl-i.d.cmu 026'-4" cl-i.d.cmu 36'-4" 11 34'-8" ` 34' 8" .`� 34' 8" c 34'-8" 34'-8" 26'-4" W mHTm C+m Q'm �' w m Al MATCH EXISTING CMU AND FLASHING ELEVATION -On , i O O TYPICAL TOP OF CMU 126'-0" JOIST BEARING CMU NORTH & SOUTH WAU ELEV 124'-0" FLOOR ELEV 100'--0" FLOOR PLAN 1 /8" = 1 '-0w SET ANGLES AT ROUGH IN 1 AbJUS71 STAIR FTG 1D _-- -i--- ;-1 -------- -------- FOR FUTURE DOCK LEVELER ------ ------------ - - - ---- ` -; ;- ; AFINALGRADEND rLAtR SETO - - - - - - - - - - - - - - - - - -- 11--c - - - , -'- - - -,- ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - -'- ` EXISTING `yEE DET. S4 BUILDING ----ADDITION () SOUTH ELEVATION 1 /8w = 1'-0w O © O O O ' 27-8034'-8" 341-8" . 34'-8" . 34'-8" . 34'-8" m 36'-8" .8.34'-8" 341-8" 34'-8" . 34'-8" 34'-8" m 36'-8" TYPICAL TOP OF CMU 126'-0" -- - — --- -- -- ---- --- an in ------------ OVERFLOW'1,ey METAL FLASHING OVERFLOW SCUPPER SCUPPER JOIS 8 X 10 INSULATED METALMETAL CJ CJ FLASHING CJ CJ OVERHEAD DOORS CJ TI P: W8X15 ST BM. CJ CJ CJ ELE) K.O. FOR FUTURE W/ 3/8" X 11" X 8' BOT PLATE ROCK FACE CMU TO E 0AU TO H.M. INSULATED SERVICE 8 x 10 O.H. DOCK DOOR --- -- ROCK F MATCH EXISTING H.M. INSULATED SERVICE DOOR AND FRAME TYP: W8X15 ST BM. :::::.::::::::::::: .: �...................................... ... K.O. FOR FUTURE STEEL STAIR W/ 3/8" X 11" X 8' BOT PLATE I K.O. FOR FUTURE K.O. FOR FUTURE 8 x 10 O.H. DOCK DOOR NS H.M. INSULATE[ SERVICE DOOR W. 12 X 14 DRIVE IN 12 X 14 DRIVE IN r ���_�---•_ AND FRAME DOOR DOOR 9 S5 E ` EE DET I 11 S4 SEE DET. S4 ; STEEL STAIR DOOR AND FRAME O. O 0 ; iiili � i!s!!ii ! ss�-il-li!!! ! lliiri! :!i!wllsisi-sssss!!!illiliiltii!!I!!!�!!i!l w__ _ ______ ----------.. LI �-N�-.slid/i!!!!!/illiillili!!/lMlsii�iliil ... _._ _ � - _1�!!!!!!!!lliiiiiilil!!!!llsi�l!iail�ili�!!litisitlli 1 1 , . DOORSEALS AND DOCK BUMPERS -\'\ - - - - - - - - - - - - - - - - - - - - - - '- L - - '- - - ' - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • '- l - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - 1 1 1 TYPICAL TOP OF CMU 126'-0" JOIST BEARING CMU NORTH & SOUTH WAU ELEV 124'-0" FLOOR ELEV 100'--0" FLOOR PLAN 1 /8" = 1 '-0w SET ANGLES AT ROUGH IN 1 AbJUS71 STAIR FTG 1D _-- -i--- ;-1 -------- -------- FOR FUTURE DOCK LEVELER ------ ------------ - - - ---- ` -; ;- ; AFINALGRADEND rLAtR SETO - - - - - - - - - - - - - - - - - -- 11--c - - - , -'- - - -,- ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - -'- ` EXISTING `yEE DET. S4 BUILDING ----ADDITION () SOUTH ELEVATION 1 /8w = 1'-0w O © O O O ' 27-8034'-8" 341-8" . 34'-8" . 34'-8" . 34'-8" m 36'-8" .8.34'-8" 341-8" 34'-8" . 34'-8" 34'-8" m 36'-8" TYPICAL TOP OF CMU 126'-0" -- - — It EAST ELEVATION 1/8 n = 1 '-0' (D@ O SCUPPER - ---- - --= - ------- -- -- ------------------------------------------------------------ -- ---------- --- ------- --- - - - - -- ---- ----- --- ------- - - ----- - >rw O rm MATCH EXISTING ROOF AND FLASHING ELEVATION OVERFLOW — METAL FLASHING OVERFLOW SCUPPER SCUPPER ROCK FACE CMU TO 1 CJ CJ CJ MATCH EXISTING FUTURE OPENINGS ci 9'-4" X 10'-0" KO FOR H.M. INSULATED SERVICE ALUM FRAMED WINDO S DOOR AND FRAME STOREFRONT ENTRY STEEL STAIR rg - - i SS INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF DRAIN OUTLET DRAIN OUTLET DRAIN OUTLET DRAIN OUTLET _------ --------------------b ; - - - - I - - =------------ - - ----- - ---- - - --- - - 11 40 x 238 - 9520 sq ft FUTURE GRADE ELEVATION '------------------------------------------------------------------------------------------------------------------------------------------ ------- 10 ------- --------- NORTH ELEVATION EXISTING 1/8 w = 1 ■-0w ADDITION -- "BUILDING f BEARING CMU fH & SOUTH WALL ' 124"-0x" )R ELEV 100'-0" 71 Le --- -- -- ---- --- an in ------------ ----------------------------- ------------------ JOIS METAL LASHING NOR CJ CJ CJ -. CJ CJ CJ ELE) E 0AU TO --- -- ROCK F H.M. INSULATED SERVICE MATCH EXISTING DOOR AND FRAME` �\ STEEL STAIR H.M. INSULATED SERVICE DOOR AND FRAME STEEL STAIR �4 FLOi 1 1 , . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '- L - - '- - - ' - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • '- l - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - It EAST ELEVATION 1/8 n = 1 '-0' (D@ O SCUPPER - ---- - --= - ------- -- -- ------------------------------------------------------------ -- ---------- --- ------- --- - - - - -- ---- ----- --- ------- - - ----- - >rw O rm MATCH EXISTING ROOF AND FLASHING ELEVATION OVERFLOW — METAL FLASHING OVERFLOW SCUPPER SCUPPER ROCK FACE CMU TO 1 CJ CJ CJ MATCH EXISTING FUTURE OPENINGS ci 9'-4" X 10'-0" KO FOR H.M. INSULATED SERVICE ALUM FRAMED WINDO S DOOR AND FRAME STOREFRONT ENTRY STEEL STAIR rg - - i SS INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF INTERIOR ROOF DRAIN OUTLET DRAIN OUTLET DRAIN OUTLET DRAIN OUTLET _------ --------------------b ; - - - - I - - =------------ - - ----- - ---- - - --- - - 11 40 x 238 - 9520 sq ft FUTURE GRADE ELEVATION '------------------------------------------------------------------------------------------------------------------------------------------ ------- 10 ------- --------- NORTH ELEVATION EXISTING 1/8 w = 1 ■-0w ADDITION -- "BUILDING f BEARING CMU fH & SOUTH WALL ' 124"-0x" )R ELEV 100'-0" 71 Le CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 PLMINWG DEPT May 12. 2010 an in CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 PLMINWG DEPT May 12. 2010