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CAS-08_BLUFF CREEK SENIOR HOUSING PID 25-0270400To Do List Thursday, September 01, 2016 Plan(2)(1) POU419991999 r��29 arch 199 Arl1999 T F TW F MT W T F4 5 2 5 6 .4... ...,,,.__ 1 2 3 .......... ..........0 11 *12'id 910111213 4 5 6__7_..6.. 9.11. 18 18 2l} 6. 17 18 19 26 t112 13 144 25 26 273P4��P621.. 31 -..... ............................. 28 29 30 ,ILSecurities_ Slant Due S P Category Description l 9/1/2016 7/3/2017 0 Escrows 0 Cash Escrow Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping, Erosion Control, Utility Extension, etc. $90,710 (Receipt 00237085) Notify Sham een AI-Jaff 6/1/15 -Notified Shamreen. Kim 9/15/15 - Sharmeen, status? Kim 9/16115 - Per Jill Sinclair, landscaping is installed, but not according to plan. BHS subbed for many of the originally proposed species. Smaller BHS not doing well. Spruce planted too close to sidewalk, fire hydrant, drive. 1 /5/16 - Per Sharmeen AI-Jaff, OK to release $80,710 to leave a balance of $10,000 to guarantee landscaping. Notified Finance Department Kim 6/29/16 - Per Jill - Replace dead/dying trees along driveway - 3, by building south side - I, by parking east side - 1, 2 dead trees in patio. Seat emial tojohnk@klingelhutz.com - was returned Call Mobile# - mailbox full, left message @ work tl952.233.1597. Follow up September I, 2016. Jenny 10/25/16 - Per Jill -some trees replaced 1 dead/dying spruce west of parking lot. Mail check to Bluff Creek Cottages for $9000, leaving $1000 escrow. Check again 7/1/17. Notified Finance Department. Jenny 8/1/17 - Seat status check update to Sharmeen - Jenny 9/21/17 - Status Check to Sharmeen. - Jenny 9/21/17 - Per Krista & Stephanie - no outstanding engineering issues, no outstanding stormwater issues. - Jenny 9/26/17 - sent status check to Jill. - Jenny 9/27/17 Per Jill tree has been replaced. Ok to release. Jenny ............................................................................................................................................................................................................. ....... _. _ _. _. ................................................................................................................................................................................................................................................... 0l Devebgrer cp .. wuvzilsd21am � PWivay Pq 1 Status Report Sunday, May 31, 2015 Plan I Jul 000 2st T Se [ember 2000 M T W T M T -W T F S M T W T F 1 2 3 4.5 5 7 8 10 11 T 4 5 3..4...5 6 s .Il. 12 _6 ... 7.......98 'd*-f6.'iY.iT'i�"j'4 f& 13 14.15.1 6 17 lirs 19 fil11'12 13 14 to WO 16 lb;W'2�'O 20 2 22 23 2 2$ 26 17 18 19 20 21 22 23 . . . 1 ..... .... WYA 2-7, 28 29 . ..4 ...... - ......... 9'y] '2ll 29 56 W 31 24 2 A Securities Due s P Category Description 5/31/2015 7/31/2015 0 Escrows 0 Cash Escrow Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping, Erosion Control, Utility Extension, etc. $90,710 (Receipt 00237085) Notify Sharmeeri AI-Jaff 6/1/15 - Notified Shannneen. Kim 9/15/15 - Sharaneen, status? Kim ............. .. .. ........................................................................... ............... .... ..' ............................. ......................................... ............. ............................................................................ t W- D .bg Co' W1660M & 1042 W S=StMuw P=PbMy Pq I momU t 2 lember M T F M T : T M T W T W 1 2 3 4 6 § ... ib' . fi Y� T '4 '6 ... 6 ... Y-6 ... 6 d, 5 Yd 'i*f'iTiSI4,,f6 WT4 'i� i 6 'iy'i- Y4 id-fi**Jf�'�T'Wig-fd ..i ...... ..N ...... . .. . .. ..Yl.n Yt 19, iii-MY, Y� A "' Yi 22-2.1 A a iy Ti ig �d ydiM— "ITYN V"Y6 ... 29" ... 9 ... M ... * ..... V ...... R ........ �i ..................... ................... 1 ......... .... ...... M Securities lbtart Due S P Category Xim 6/15/2016 6/15/2016 F Escrows Cash Escrow Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping, Erosion Control, Utility Extension, etc. $90,710 (Receipt 00237085) Notify Sbarmeen AI -Jeff 611115 - Notified Sharoneen. Kim 9/15/15 - Shanneen, status? Kim 9/16115 - Per Jill Sinclair, landscaping is installed, but not according to plan. BHS subbed for many of the originally proposed species. Smaller BHS not doing well. Spruce planted too close to sidewalk, fire hydrant, drive. 1/5/16-Per Sharmeen AI -Jeff, OK m release $80,710 to leave a balance of $10,000 to gusrsntm landscaping. Notified Finance Department. Kim I MI5 6 Lntu o«,ap,,.�Cap it Ia a z" P e-aWw P-Pdoft Pwi Status Report Wednesday, June 15, 2016 Plan Jul 2000 Au 12000 Se tember 2000 M T W T F S S M T W T F S M T W T F S 1 1 2 3 4 5 1 2 2..3..4...5..6...�..8.3...4..5e'.. 789 9 10 111' 12 13 14 15 13 14 15 16 17 18 19 10 11 12 13 14 15 16 181]18192021 22 2021 Z223 N 2526 17 18 19 2021 22 23 23 24 2526 2] 28 29 27 28 29 30 .31......... 2425 2627 28 29 30 3031...................... ............................. ............................. Securities Start Due S P Category Description 6/15/2016 6/152016 F Escrows sa3 Cash Escrow Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping, Erosion Control, Utility Extension, etc. S90,710 (Receipt 00237085) Notify Shamreen AI-Jaff 6/l/15- Notified Sharmeen. Kim 9/15/15 - Shanneen. status? Kim 9/16/15 - Per Jill Sinclair, landscaping is installed, but not according to plan. BHS subbed for many of the originally proposed species. Smaller BHS not doing well. Spruce planted too close to sidewalk, fire hvdmnt, drive. ........... ..:.............................. ........................... ............................................. ............. .... ....................... W. Da� c' WVW015MB35A S=swa P=PmM Pq t Status Report Sunday, May 31, 2015 Plan.OR6 M W T F M T W T F T W T F 1 1 2 3 4 1 4" T, 8..7.. 8...9 10 11 T to i)" 12 13 15 W14'15 1ii i] 18 2'1*!D Yi O.YFN ..... it iy i .. % . Yd .. 2i ..Yj. 24 25 H 27 2-8, " Y§ 27 28 29 30 31 X* '�ff M'YV29*A� ............................. n, Securities )Start Due s p — Category Description 5/31,'2015 731/2015 F Escrows U Cash Escrow Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping, Erosion Control, Utility Extension, etc. $90,710 (Receipt 00237085) Notify Shannextn AI-Jaff ............ ................................................................................................................ ow.g..�«+Co 11rz6 301&27m S`sunP-pnoft SCANNED P'wI RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: TW)b 'I X 20 1 S The undersigned hereby acknowledges receipt of the sum of $ 3 `1-7, S / S . O(") CHECK ONLY ONE 1) ❑ as partial payment for labor, skill and material furnished 2) ❑ as payment for all labor, skill and material furnished or to be furnished (except the sum of $ retainage or holdback) 3) full and final payment for all labor, skill and material furnished or to be furnished stwt,y ) \Nck-tc-, g�—aciin�, I'ucx fog drvewny to the following described real property: (legal description, street a dress or project name) 3114ft ChanhasSevc� MN 'SS 1'7 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: DbK bOnJI-yVC4-7 Note: If this instrument is executed by a corporation, it must be signed by an officer, and if (Title) executed by a partnership, 2li 10 Mu F (C c, it must be signed by a partner. (Address) Ck�a S Ya, M N SS 3►g Outsrd-e Cons✓tft 6CANNFC' RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: August 20 2015. The undersigned hereby acknowledges receipt of the sum of $3,133.75 CHECK ONLY ONE 1) ❑ as partial payment for labor, skill and material furnished 2) ❑ as payment for all labor, skill and material furnished or to be furnished (except the sum of $ retainage or holdback) 3) ® as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) Bluff Creek Senior Housing 1850 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: _PI haI Blackto ,ping Note: If this instrument is executed by a corporation, it must be signed by an officer, and if . (Title executed by a partnership, V �� r6s i AG�+ it must be signed by a partner. (Address) �- �1�- SCANNED RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: 3/6 20 15 The undersigned hereby acknowledges receipt of the sum of $ 18,131.25 CHECK ONLY ONE 1),e�'as partial payment for labor, skill and material furnished 2) ❑ as payment for all labor, skill and material furnished or to be furnished (except the sum of $ retainage or holdback) 3) ❑ as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) Bluff Creek Senior Housing 1850 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box I is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: Note: If this instrument is executed by a corporation, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. Plehal BlOF adormw B /C> aS.�o(T�S►� .� j-e-T' 5' ' (Address) Please return to: DDK Construction 2970 Chaska Blvd, Chaska, MN 55318 or (952)233-2712 SCANNED RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: 1/28 2015 The undersigned hereby acknowledges receipt of the sum of $ 5500.00 CHECK ONLY ONE 1) t a§ partial payment for labor, skill and material furnished 2) ❑ as payment for all labor, skill and material furnished or to be furnished (except the sum of $ retainage or holdback) 3) ❑ as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) Bluff Creek Senior Housing 1850 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: Note: If this instrument is executed by a corporation, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. Plehal BloDom2 (Title) Please return to: DDK Construction 2970 Chaska Blvd, Chaska, MN 55318 or (952)233-2712 SCANNED RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: August 20 2015. The undersigned hereby acknowledges receipt of the sum of $_1,167.47, CHECK ONLY ONE 1) ❑ as partial payment for labor, skill and material furnished 2) ❑ as payment for all labor, skill and material famished or to be furnished (except the sum of $ retainage or holdback) 3) ® as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) Bluff Creek Senior Housing 1850 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material famished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: Note: If this instrument is executed by a corporation, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. —French Lake Curb Co By! I Vlyi " 1`e r (Title) (Address) e;1y)6a/l, m Av J�"9 63 SCANNED Dated: 1/28 2015 The undersigned hereby acknowledges receipt of the sum of $ 5500.00 CHECK ONLY ONE 1) as partial payment for labor, skill and material furnished 2) as payment for all labor, skill and material furnished or to be furnished (except the sum of $ retainage or holdback) 3) ❑ as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) Bluff Creek Senior Housing 1850 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: Note: If this instrument is executed by a corporation, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. Please return to: DDK Construction 2970 Chaska Blvd, Chaska, MN 55318 or (952)233-2712 SCANNED 04/17/2315 14:10 3202368311 ,Y FRENCH LAKE CURB RECL11"P AIVE t Oi� M.LCkAmQ'S L1L1 Dated: ;. %:�. p15� . The undersigned hereby acknowledge—s iotellft of the sum of CII E CK ONLY ONE 1) ❑ as partial payment for labor, shill and material turn �L 2) ❑ ns.payuient [*or all libor,'sldil and 'inaterial fumishel I-retahiogo or holdl 8) its Lull and fund payment [.or all labor, skill and mat to a to whig described real proporly: (logul description, sirec Fib G K SFNFot,0 coTfiA,94w and for vnlue roceIved horeby wnlvcs all• !rlillt 'acquired by lho a said real property for labor, 'skill or nmlorinllfurnishod to.sald: cheeped, and except. for relriinago sliuivn If Box 2 Is checked), by the undersigned lens boon paid for, and all subcontractors e LXCLIi'I': i NOTE: If dils Instrument is executed diy a car• poration, it' must be signed by an lof- ficer, and if executed by.n partnership, it must be signed by a partner. PAGE 01/01 iSaly tlidfium or tobe furdished (except itho..Sam of nult).:y. v' rinl furnished or to he udflshod address or projeet'riniiie)± IrsIRied to:[ile or'reciitt[;i►ieblinuic's liens against jirtS}iii"rtyfvralio ntilopnt paid it 13ox I Is. a'mitlelsldiioil h(firni4'LIW nli.mhterinl furiiished uy'dd by die widersl6hied have. been paid in full, wda5 I 'Sb'JdV anvil paAiaaaa T T"d RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: Aoril24 .2015. The undersigned hereby acknowledges receipt of the sum of $ 2 toD. -1 S CHECK ONLY ONE 1) as partial payment for labor, skill and material furnished 2) Kas payment for all labor, skill and material furnished or to be furnished (except the sum of $ retainage or holdback) 3) ❑ as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) Bluff Creek Senior Housing 1950 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box I is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: E��J�� BYS�u3 Note: this instrument is executed by by a corporation, it must be signed by an officer, and if executed by a partnership, r �/ it must be signed by a partner. (Address) Cc-n�Ot r I I s)In , i- scANNED ,TL2££22S5:01 :W0dJ d20:10 ST02-S2-'d. WdOI b 'S '110 MlJ paeiaaRa RECEIPT AND WAIVER OF Dated: September 30 .20 14 . The undersigned hereby acknowledges receipt of the CH7as NLY ONE 1)artial payment for labor, skill and material furnishe 2) ❑ as payment for all labor, skill and material furnished or $ retainage or holdback) 3) ❑ as full and final payment for all labor, skill and materia to the following described real property: (legal description, Bluff Creek Senior Housing 1950 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired b) mechanic's liens against said real property for labor, skill property (only for the amount paid if Box 1 is checked, and ex checked). The undersigned affirms that all material furnishes for, and all subcontractors employed by the undersigned have t Note: if this instrument is executed by a corporation, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. Please return to: DDK Construction 2970 Chaska Blvd, Chaska, MN 55318 or LIEN RIGHTS of $ 35,800.75 be furnished (except the sum of furnished or to be furnished address or project name) the undersigned to file or record or material furnished to said real :ept for retainage shown if Box 2 is by the undersigned has been paid :en paid in full, EXCEPT: (Address) 2 ■ Wd0EI 'SZ'21V IWIJ paAiaaad RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: August 20 2015. The undersigned hereby acknowledges receipt of the sum of $_1,884.25 CHECK ONLY ONE 1) ❑ as partial payment for labor, skill and material furnished 2) ❑ as payment for all labor, skill and material furnished or to be furnished (except the sum of $ retainage or holdback) 3) ® as full and -final payment for all labor, skitl$nd-material-furnished-or-to be furnished -' to the following described real property: (legal description, street address or project name) Bluff Creek Senior Housing 1850 Pioneer Trail Chanhassen, MN 55317 and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: Note: If this instrument is executed by a corporation, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. _0 Mayers, Inc By Title (Address) a l boo Lae- 1Q C r) S`3 3c,f SCANNED A T/T'd 2TL2££22SG:01 :W0 H d2£:S0 STW-S2-M P Pc r3 _C'e�' Z � Engineering -Surveying � / Landscape Architecture 1 `I City of Chanhassen Attention: Steve Ferraro 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Bluff Creek Senior Cottages V Project No. 13-08-Construction Observation 14-010.1 Manager: Ted Anderson For Services Rendered Through 5/32015 Construction Observation Professional Services Technician V Total Professional Services Invoice Amount Receivable Information INVOICE No. 45479 05/08/2015 Net30 Days 1.5% Interest per Month on past due accounts Hours Rate Amount .50 115.00 $5T50 .50 $57.50 $57.50 Aged Receivables: 0 - 30 Days 31 - 60 Days 61-90 Days >91 Days Total Total Outstanding Receivables CITY OENM SSEN MAY 13 2015 BKOARIFFMO D*PT Finance Charges will apply to past due balances. ov 01 We appreciate your business! 7510 Market Place Drive - Eden Prairie, MN 55344 - 952-829-0700 - FAX 952-829-7806 Hansen Thorp Pellinen Olson, Inc. Page 1 of 1 1 1 Engineering•SurveIR 1 Landscape Architecture INSPECTION REPORT Project Name: Bluff Creek Senior Cottages Project No: 14-MO HTPO City Project #13-08 1co-/-'10 Date: 2015-05-19 Day: ❑S ❑M ®T ❑W ❑Th ❑F ❑Sa Weather: ❑Snow 1 ❑ Clear ®Overcast ❑ Rain ❑ Sun Temp: ❑ to 32 ❑ 32-50 050-70 ❑ 7O W ❑ as+ Wind: ❑ Still ® Mod. ❑ High Hunudi : ❑ Dry ® Mod. ❑ Ifigh Client City of Chanhassen - Engineering Department Contractor: DDK Construction Sub -Contractor: Work Force: Visitors: Const. Equip: Materials: NOTES: Stephanie, City, called and said they were going to pour the ped ramp and asked me to stop out when I could. I had a meeting so Steve from the City stopped out and helped them with the ped ramps. When I stopped out they were still working on finishing the concrete ped ramps. They hadn't set the domes on the west side of the road but were in the process of setting them up. I left the site because I didn't know what Steve told them to do and the concrete was already on the ground. ✓ Inspector: Ted Anderson Hansen Thorp Pellinen Olson, Inc. SCANNED 7510 Market Place Dr. Eden Prairie, MN 55344 a Phone: 952-829-0700 • Fax: 952-829-7806 Pcl3_0geI Engineering -Survey 1 Landscape Architecture ItZM1A«ttitto] ►■0419]3U Project Name: Bluff Creek Senior Cottages Project No: 14-010 HTPO City Project #13-08 Date: 2015-04-28 Day: ❑S ❑M OT ❑W ❑Th OF ❑Sa Weather: ❑snow ❑ Clear ®Overcast ❑ Rain 1 ❑ sun Temp: ❑ to 32 ❑ 3250 050-70 ❑ 70-85 ❑ 85+ Wind: ❑ still ® MO& ❑ High —Humidity: ❑ Dry ® Mod. ❑ High i.7w-ia*1s Client: City of Chanhassen - Engineering Department Contractor: DDK Construction Sub -Contractor: Ernie Meyers Work Force: Visitors: Const. Equip: Materials: NOTES: Stephanie, City, called and told me she thought the contractor had paved the trail and installed the ped ramps. I said I would stop by the site, which I did and Bob and 2 more men were finishing the site grading. The trail and ped ramps still hadn't been completed so I told Bob to make sure they call me when this work will be completed. I called Stephanie regarding as-builts on the pond and she said yes, the City requires that the contractor has the surveyors shoot final pond grades to confirm the pond was built correctly. I passed this information on to Bob and it will have to be done prior to the City accepting this project. I told him it may be wise to do it now while they still have equipment on site. Inspector: Ted Anderson Hansen Thorp Pellinen Olson, Inc. �cpNNED 7510 Market Place Dr. Eden Prairie, MN 55344 • Phone: 952-829-0700 • Fax: 952-829-7806 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952.2271100 Fax: 952 227.1110 Building Inspections Phone: 952.227.1180 Fax: 9522271190 Engineering Phone.952.2271160 Fax. 952.227.1170 Finance Phone:952.2271140 F7x 952 2271110 Park & Recreation Phone: 952.227,1120 Fax.952 227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.2271400 Fax 952-2271404 Planning & Natural Resources Phone.952.227.1130 Fax.952.227.1110 Public Works 7901 Park Place Phone:952.227.1300 Fax: 952.2271310 Senior Center Phone:952.2271125 Fax:952.227.1110 Webslle www.ci.chanhassen.mn.us e PC F� l3 -cts April 30, 2015 Dave Pokomey Community Asset Development Group I 1 10 Yellow Brick Road Chaska, MN 55318 Re: Escrow Reduction Dear Mr. Pokomey: In response to recent verbal request for a escrow reduction for the Bluff Creek Cottages development, the Chanhassen Engineering Department reviewed the project in relation to the Site Plan Agreement and recent inspection reports. Below is a list of items that need to be resolved before the escrow can be reduced. These items were conditions set forth in the site plan agreement dated August 12, 2013 that must be addressed: 1. Designs/plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 2. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 3. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 4. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 5. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 6. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 7. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the City. 8. The bioretention feature shall be designed such that it drains within 48 hours. 9. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass Swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre-treatment sizing", a forebay or a sump manhole at least three feet in depth. g:kng�projecWa-elbluJTcreek cottages\correspondence\150504_dave pokomey loc status Ia (2).doex Chanhassen is a Community for Life - Providing for Todayand Planning for Tumormw SCANNED In summation, no design has been provided for the bioretention area. This must be provided to assure that the bioretention area will function as indicated in the hydrologic model provided to the city during review. Additional items have come to our attention during the construction process that must be addressed: 10. The infiltration basin was not protected from construction traffic during the project. 11. The trail at Pioneer Trail needs to be paved. 12. Pedestrian ramps must be installed. 13. The pedestrian trail along Pioneer Trail must be restored to the original condition. 14. This site is not in compliance with your NPDES permit and the City's erosion control ordinance, § 19-157. (See attached letter from Krista Spreiter dated 04/28/2015) 15. The latest plans received by the City show the retaining wall southeast of the building as over 4- feet tall. Plans for the wall, signed by a structural engineer licensed in Minnesota, must be submitted to the City. 16. Rate calculations for the new pipe near the retaining wall must be submitted to the City. 17. The grass swale at the discharge point for the new pipe must be designed per the Minnesota Stormwater Manual to provide pretreatment. 18. Maintenance bonds from your subcontractors. 19. Asbuilts for the site grading must be submitted. 20. Asbuilts for stormwater features including all structures and sufficient spot elevations to verify the volumes of the pond and infiltration feature as well as other design standards enumerated in Chapter 19 of City Code must be submitted. 21. To ensure inspection is adequately coordinated, the contractor shall contact inspector, Ted Anderson, 48 hours prior to any construction in the right-of-way. 22. The contractor shall contact inspector, Krista Spreiter, 48 hours prior to construction work on the infiltration basin and before perimeter silt fence is removed. These items must be addressed before the cash escrow can be reduced. Sincerely, CITY OF CHANHASSSEENN� Stephanie Smith, P.E. Project Engineer Attachment: Erosion Control Inspection Letter c: John Klingelhutz, DDK Tim Heiland, DDK Steve Broyer, P.E. Shanneen AI-Jaff, Senior Planner Krista Spreiter, Erosion Control Inspector CITY OF CHANHASSEN Te Water Resource Coordinator g:lcng\projeca\at\bluff creek cottageskemspondence\150504_dave pokomey Im status Itr.dmx r April 28,2015 SECOND NOTICE CPPV Of Bluff Creek Senior Housing, LLC i 1 1 f Attn: Tim Heiland CHMNSEN Chaste , MN 55; 8 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Bluff Creek Cottages Project Site Administration Dear Mr. Heiland: Phone:952.2271100 Fax:952.227.1110 City of Chanhassen Staff inspected the above site on April 281h, 2015, City Staff found that sediment and erosion control measures on -site were non -compliant. Building Inspections Sufficient sediment and erosion control measures must be installed on site by Phone:952,227.1180 May 0, 2015. The items that need to be addressed are listed below: Fax.952.227.1190 Areas needing attention: Engineering All un-worked, exposed soils, including all slopes, must be temporarily or Phone:952.227.1160 permanently stabilized using erosion control blanket seed and mulch, hydro - Fax 952.227.1170 mulch, or alternative Best Management Practices (BMPs). Currently slopes 3:1 and greater are exposed and should be stabilized using erosion control Finance blanket or acceptable alternative. Exposed soils also must be stabilized using Phone:952.227.1140 seed & mulch, straw mulch, hydromulch, or acceptable alternative within 14 Fax 952.227.1110 days of last activity. • Stormwater pond side slopes have not been stabilized. Pond side slopes must Park 6 Recreation be stabilized using erosion control blanket. If the stormwater pond on the Phone: 952.227.1120 north side of the site is to be used for a sediment basin until the project is Fax: 952.2271110 completed, then the stormwater pond outlet must be sealed. If it continues to outlet to the wetland to the west, it must be stabilized using erosion control Recreation Center blanket, protected by perimeter control, and all exposed soils on site must be 2310 Coulter Boulevard stabilized. Phone:952.227.1400 • Perimeter control such as silt fence, sediment logs, etcmust be installed and Fax:952.227,1404 maintained on all down -gradient perimeters, as well as along any curb. Currently perimeter control is missing or in need of maintenance in these Planning 8 Natural Resources areas Phone: 952.227..1130 • Inlet control, such as WIMCOs, must be used on all stormwater inlets that Fax:952.2271110 the site drains to. Currently stormwater inlets lack sediment control. • It was observed that the infiltration area on the south side of the site was in the process of being installed. Once installed, infiltration areas must be PublicWorks protected from compaction and sedimentation. 7901 Park Place Phone: 952227.1300 If you have questions or concerns regarding the above list, feel free to contact me at Fax: 952227.1310 952-227-1173 or by E-Mail: ksoreiter(alci.chanhassen.mn.us, for further information Senior Center or explanation of the items listed above. Thank you for promptly addressing the Phone: 952 227.1125 stormwater concerns at the Bluff Creek Cottages Project Site. Fax:952.2271110 Sincerely, WeesRe www.ci chanhassen.mn.us CITY OF CH v HASSEa. ! Krista Spreiter Natural Resources Technician cc: Chip Hentges, Carver S WCD Chanhassen is a Mutidhig 1011life - Prcviding tot Tacky and PlannirginrTomonow Z � Engineering • Surveying Landscape Architecture 1 �II City of Chanhassen Attention: Steve Ferraro 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 INVOICE No.45104 11/07/2014 Net 30 Days 1.5% Interest per Month on past due accounts Bluff Creek Senior Cottages Project No. 13-08 / Fund #400-0000-1155-Construction Observation 14-010.1 Manager: Ted Anderson For Services Rendered Through 11/2/2014 Construction Observation Professional Services Hours Rate Amount Technician V .25 112.00 $28.00 Total Professional Services .25 $28.00 Invoice Amount $28.0 Receivable Information Aged Receivables: 0 - 30 Days 31 - 60 Days 61-90 Days >91 Days Total Total Outstanding Receivables Finance Charges will apply to past due balances. ,01TY0 �i.�4C';'"a'kL %;6 LNfJ E:F-:Mll f'EPF. fv/ We appreciate your business! 7510 Market Place Drive - Eden Prairie, MN 55344 - 952-829-0700 - FAX 952-829-7806 Hansen Thorp Pellinen Olson, Inc. Page 1 of 1 SCANNED Z � Engineering -Surveying ;1 Landscape Architecture INSPECTION REPORT Project Name: Bluff Creek Senior Cottages Project No: 14-010 HTPO City Project #13-08 Date: 2014-11-06 Da : ❑S ❑M ❑T ❑W ®Th ❑F ❑Sa Weather: ❑Snow ® Clear ❑Overcast ❑ Rain ❑ Sun Temp: ❑ to 32 ® 32-50 050-70 ❑ 70-85 ❑ 85, Wind: ❑ Still ® Mod. ❑ Hi Humidity: ❑ Dry ® Mod. ❑ High Client: City of Chanhassen - Engineering Department Contractor: DDK Construction Sub -Contractor: Work Force: Visitors: Const. Equip: Materials: NOTES: I stopped out this afternoon and the curb and gutter was already poured. They had the curb covered with poly. It appears that they sprayed the curb with curing compound. It appears the curb was hand poured because I couldn't measure the depth at the back of curb. Inspector: Ted Anderson Hansen Thorp Pellinen Olson, Inc. 7510 Market Place Dr. Eden Prairie, MN 55344 • Phone: 952-829-0700 a Fax: 952-829-7806 SCANNED J� 3'C' Engineering • Surveying Landscape Architecture 1 ►I City of Chanhassen Attention: Steve Ferraro 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Bluff Creek Senior Cottages INVOICE No. 45141 12/03/2014 Net 30 Days 1.5% Interest per Month on past due accounts Project No. 13-08 / Fund #400-0000-1155-Construction Observation 14-010.1 Manager: Ted Anderson For Services Rendered Through 11/30/2014 IConstruction Observation I Professional Services Technician V Total Professional Services Invoice Amount Receivable Information Hours Rate Amount .75 112.00 $84.00 .75 $84.00 $84.00 ' / , Aged Receivables: 0 - 30 Days 31 - 60 Days 61-90 Days >91 Days Total Total Outstanding Receivables Finance Charges will apply to past due balances. OF Cµl'.".9S5Ets Ct= t ' Pic 00100E*40 Dept. We appreciate your business! 7510 Market Place Drive - Eden Prairie, MN 55344 - 952-829-0700 - FAX 952-829-7806 Hansen Thorp Pellinen Olson, Inc. Page 1 of 1 SCANNED Z1� l l Engineering • Surveying ;1 Landscape Architecture }--C I 3 - 0 Y INSPECTION REPORT Project Name: Bluff Creek Senior Cottages Project No: 14-010 HTPO City Project #13-08 Date: 2014-10-31 Day: ❑S ❑M ❑T ❑W ❑Th ®F ❑Sa Weather: ❑Snow ® dear ❑Overcast ❑ Rain ❑ Sun Temp: ❑ to 32 0 32-50 050-70 ❑ 70-85 ❑ &5+ Wind: ❑ still ® Mod. ❑ lEgh Humidity: ❑ Dry ® Mod. ❑ ffigh 2Sh--� Client: Ci!y of Chanhassen - Engineering Department Contractor: DDK Construction Sub -Contractor: E.J. Mayers Inc - 3 men Work Force: Bob & 2 men Visitors: Const. Equip: Materials: NOTES: This morning I drove by the site and they had the storm sewer installed and they also had the curb and street removed, along with the class V placed. I didn't observe any of this work and I was never called by the contractor to observe the work. I called Stephanie at the City and told her about the work that was done. Inspector: Ted Anderson Hansen Thorp Pellinen Olson, Inc. 7510 Market Place Dr. Eden Prairie, MN 55344 • Phone: 952-829-0700 0 Fax: 952-829-7806 SCANNEI PRELIMINARY PLANS FOR Site, Grading, Drainage, Utility and Landscapwlg FOR CHANHASSEN SENIOR HOUSING IN CHANHASSEN, MN SITE LOCATION MAP t NTS 1 C ONTACT INFO: DEVELOPER / CONSTRUCTION DDK CONSTRUCTION JOHN KLINGLEHUTZ / TIM HEILAND 952-233-2728 SITE CIVIL ENGINEER BCE CONSULTING, LLC STEVE BROYER, P.E. 612-770-4645 z ARCHITECT 292 DESIGN GROUP MARK S WENTZELL, AIA 763-:533-3813 SHEET INDEX CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 BCE c'ori >t+a rs, 7 7 r_ Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3/19113 - 24 UNIT FOOTPRING SHIMCITY SUBMITTAL I hereby certify this plan, specification or report was prepared by me,;! �!� der my direct supervision and tha, ! 3m a duly Professional E�ftrotiderthe laws of 4I,9 9tite of M1NRIA4_; OTA Date: Reg. No: 47080 'DDK construction inc. O Crry V5 RECEIVEDSSEN D O MAR 15 2013 CK"ASSEN PLANraN0 0EPT W O W C0 W Z Z_ W W W In Q N _ z = W wE Q z > z U Ufa C1.0 B(-`F' ('A�r>,sulrarits, T r r STORMWATER POND, +, WALKI P H R16 R' 9'C{ OUTDOOR SPACE �9 I' 5,100SF R30' FIRE U 24 UNIT - ASSISTED LIVING 13.700 sf i 78' LOT 1 BLOCK 1 8.57 AC STALLS Ij 24 9� I 1 \ ' \ INFILTRATI BASIN 7 -5' BITUMINOUS SIDEWALK (REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SECTION) 6" BITUMINOUS SURFACE (REFER TO GEOTECHNICAL REPORT 430' FOR PAVEMENT SECTION) 1\ \ B612 CURB AND GUTTER IPROPOSED SICNAGE 00wommor (ATTAIN EASEMI FROM COUNTY) 659' TO BLUFF CREEK / DRIVE INTERSECTION x/ O R100' �O 124' G0 � 10, RAMP PEDESIRIIAN R10. Q\O EXISTtN SIDEW K \/ 00 Ox SITE NOTES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTF',ACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS OTHERWISE NOTED. BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE= NOTED. ALL CURB AND GUTTER TO BE B612 UNLESS OTHERWISE NOTED. PEDESTRIAN RAMP TO BE CONSTRUCTED AT HANDICAP SIDEWALK ENTRANCE. FIRE TRUCK INFO 31 7.3 9.15 15.09 FIRE TRUCK feet Width 8.14 Track 7.61 Lock to Lock Time 6.0 Steering Angle 41.3 LEGEND PROPERTY LINE EASEMENT LINE SETBACK LINE CENTERLINE CURB LINE EDGE OF BITUMINOUS EDGE OF CONCRETE CURB LINE (TIP OUT CURB) PROPOSED EXISTING Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3/19/13 - 24 UNIT FOOTPRING SHIFT/CITY SUBMITTAL I hereby certify this plan specification or report was prepared by me " : ,der my direct supervision and Iha ' �m a duly Professional Erb n,er,uuder the laws oft",T qtite of MIN%AC OTA Date: Reg. NO: 47080 IDE)K construction inc. SCALE IN FEET CD 0 = z � Q o J 0- Z 0 W W LU Cl) Z (n Z_ � W � N Q a Iz v' Z N Z a = Z J Wz E 0 IZ 8- CIO 13 T -T r Civil Engineering 9109 w 23rd st '� '" — '�• SLP, MN 55426 � (612) 770-4645 - EROSION CONTROL NOTES / / \ / ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRI&1 REVISION LOG: \ /'" j TO COMMENCEMENT OF GRADING OPERATIONS AND BE 2111/13- DRAFT CITY SUBMITTAL MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE- 3/4/13 - 24 UNIT REVISION —..— SILT FENCE (TYP.) \ BEEN RESTORED. 3119/13 - 24 UNIT FOOTPRING SHIFTICITV SUBMITTAL ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH \ . CRUSHED ROCK ACROSS FULL WIDTH, FROM ENTRANCE POINT soq 36-10 WIDE d50=6 (27 CU.YD.t) \ \ TO 75 FEET INTO CONSTRUCTION ZONE (REFER TO DETAIL). \ RIP —RAP SWALE OVER / PONDNON—WOVEN GEOFABRIC i-NWC=906.0--904 °4 \ �..� \ ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND / H.7 �\ ? j \9\ 4' CURB CUT �.. , GREATER THAN 8 FEET IN HEIGHT, SHALL HAVE EROSION \ ° �. CONTROL FABRIC INSTALLED ON SLOPE PER MNDOT SPEC. 908 3885. VERIFY RESTORATION METHOD AND SEED MIXTURE. / \ 48 CONCRETE \ \ OUTLET CONTROL j 1 �r // \ �� .yro \ CONTRACTOR TO SUBMIT SHOP DRAWING TO ENGINEER FOR / \ STRUCTURE ,�i � �� APPROVAL PRIOR TO INSTALLATION. / OVERLAND OUTDOORSPAc " / �" 'sue \.. TEMPORARY EROSION CONTROL (HAY BALES OR APPROVED / E.O.F.= 908.2' ,.� / 5,100 aF � � • f ' EQUIVALENT) TO BE PLACED AROUND STORM SEWER \\ fir// / "'� 910.39 \" STRUCTURES DURING CONSTRUCTION. \\�12 2i- 912.13 \"'\ SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROE DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN 912.20 91a $6�C L I �� \ CAPACITY HAS BEEN REDUCED BY 50%. 912.13 j�911916.50 \1 ! i l 1 \ \ SEDIMENT TRACKED OFF —SITE, AS A RESULT OF CONSTRUCTION hereby certify this plan, specification \\ TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS. or report was prepared by me Roeder \� \� 24 UNIT ASSISTED \ \ m \ \ y m direct supervision and the'! um a dui Professional Er n. runderthe LIVING 912s�3 ' 919�13 \\ �1 L" ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED, FFE,•913.01 7 y laws olr'sstate 'of \ '^ 4�1 WOOD FIBER BLANKET OR PAVED SURFACE WITH 14 DAYS. MIN\ik_aaoTA \ \� 912\ '` TOPOGRAPHY PROVIDED BY CARVER COUNTY GIS AND DERIVED g�\67', OFF OF PIONEER TRAIL CONSTRICTION DOCUMENTS. DEVELOPER `-- \ \ \ \ \ \ TO ATTAIN GROUND TOPOGRAPHIC SURVEY UPON CITY APPROVAL. \\ RETAINING \ \ \ \ Date: Reg. No:a7oao \ \ \\ WALL 9Y4.67 \ \ \ \ \2 TW=BW=916.5 \ 9 TW=916.5 \� \ BW=912.5 \ Y �A \•.\ ..\ �\�\ ,w=Bw=sls.o .' , .m \\ •\ EARTHWORK QUANTITIES Ado** 91\\7 69\ CUT = 9700 YDS i i LDD K FILL = 2200 YDS NET = 7500 YDS CUT (UNADJUSTED) construction Inc. \ LOT 1 BLOCK 1 \. 8.57AC \ \ d50=6 RIP -RAP \ A \ \\ \\\\ ( \ (4 CU.YD.f) \ EOF=904.8 -\ INFILTRATION BASIN I 0 20 40 80 F SCALE IN FEET 10.84 91 �84 � V 'Z^ \ / 1 75 906.88 _ \ / 906.88 \ 6 \ \ Z NLU O J \\ \ 1\ \\ \\ Cl)Z U) O Z LLI z _ Q \\\ LO Z Woo \ m \ \ \\970 _ Cl) W !n J - \ \ °'o\ \ i� gp2 LEGEND PROPOSED EXISTING Z 2 0 H E �\ \ S00.61/° 9 —/ i/ TOPOGRAPHIC INDEX CONTOUR — g00�� = Q Z 898.31 / ET TOPOGRAPHIC CONTOUR U U U i EDGE OF WETLAND . — — — '— ROCK 7 POND NORMAL WATER LEVEL CONSTRUCTION DO SILT FENCE ENTRANCE / X SPOT ELEVATION X 800.00 P93.05 �� DRAINAGE SLOPE 1.00% STORM SEWER CATCH BASIN ■ �. STORM MANHOLE 0 C10 T g.= Cor�s�>rtbrzts' r r RAINFALL ( EVENT 2-YEAR 10-YEAR 100-YEAR SNOWMELT - - \ STORMWI ^9p4 PtQND? \ BLOCK 1 8.57 AC \ \ i I \ I \ \ I \ i \ I \ i \ i \ j i \ i POND RAINFALL (24hr-TYPE II) OUTLET DEVICE NWL=906 EVENT INCHES ORIFICE ELEVATION HWL 2-YEAR 2.8" 211 906.00 906.85 10-YEAR 4.2" 611 906.70 907.22 100-YEAR 6.0" 611 906.70 907.71 SNOWMELT 7.2" WIER 908.20 NA Imo) �910.84 ENT RD SUBCATCHMENT �' 0.17 IMPERVIOUS / \ / CHANHASSEN SENIOR HOUSING DISCHAGRE RATES 4hr-TYPE II) PRE -DEVELOPMENT POST -DEVELOPMENT INCHES SITE DISCHARGE POND DISCHARGE INFILTRATION DISCHARGE* TOTAL DISCHARGE 2.811 0.09 CFS 0.15 CFS 0 CFS 0.15 CFS 4.211 0.63 CFS 0.60 CFS 0.03 CFS 0.63 CFS 6.011 1.61 CFS 0.94 CFS 0.58 CFS 1.52 CFS 7.21' 0.02 CFS 0.24 CFS 0.01 CFS 0.25 CFS I STORMWATER INFORMATION THE DEVELOPMENTS SITE IMPACT FOOTPRINT WAS USED TO DERIVE EXISTING CONDITION DISCHARGE RATES IN THE HYDROLOGY CALCULATIONS. THE MAJORITY OF THE IMPACTED SITE DRAINS TO THE WEST TO THE EXISTING SUBDIVISION POND. THE HYDROLOGY CALCULATIONS ILLUSTRATE THE SITES DISCHARGE RATES FORM THE DEVELOPMENT ARE LESS THAN EXISTING CONDITIONS. POND INFORMATION THE POND WILL BE CONSTRUCTED PER THE REQUIREMENTS SET FOURTH IN SECTION 19-144-ARCICLE VII OF THE CHANHASSEN SURFACE WATER MANAGEMENT CODE OF ORDINANCES POND OUTLET STRUCTURE TO BE 4811 MANHOLE WITH INTERNAL WIER WALL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ENGINEER PER THE OUTLET DEVICE REQUIREMENTS ON THIS DOCUMENT OUTLET STRUCTURE TO HAVE 4' SUMP PROPOSED EXISTING SOO 502 B=F-E �. T T Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11113 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3/19113 - 24 UNIT FOOTPRING SHIFTICITY SUBMITTAL I hereby certify this plan, specification or report was prepared by me r •i!,der my direct supervision and fha:l �m a duly Professional Erq:n?erul derthe laws of t!,9 qtqte of MIII N!N1E--: OTA Date: Reg. No:47080 'DDK construction inc. I 0 20 o so SCALE IN FEET C7 06 z v� z O F-O = Q I= J O � U � W wQ0 ULL � Z z z Z �— W M LU >- (1) z Q (D o Q � �Oo _ `/) 2 O z = �� Q a OpZ U v U)2a C11 * 0.01 CFS INFILTRATED PER EVENT UTILITY VOTES CONTRACTOR HALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILI IES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMEP OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE Ei GINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING TILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STA - ONE CALL" (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR "0 EXCAVATION. WATER MAIN, ANITARY SEWER & STORM SEWER CONSTRUCTION SHALL CONFORM TO HE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN / JD SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION F MINNESOTA. REFER TO SITi PLAN FOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT. ALL WATER PI E TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS OTHERWISE NC -ED. TYPICAL HYDF NT CONSISTS OF: HYDRANT, GATE VALVE, 2.5' OF 6" DIP WATERMAIN All D ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE INCIDENTAI A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHEI NISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL `_ PARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NC -ED. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS 0- iERWISE NOTED. CONTRACTOR HALL MAINTAIN AS —BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 40 I OUTLET CONTROL / STRUCTURE (SEE DETAIL) STRUCTURE IE=906.0 I A -A FES-4 IE=900.0 /� I I COUNTY RD 14 STORMWATER DRAINAGE / POND CONNECT 2" SANITARY O/ FORCEMAIN TO EXISTING MANHOLE IE=903.76 ' (CONTRACTOR TO COORDINATE LOCATION WITH CITY ENGINEER) X G-` X POND �•'� NWL=906.0 1 HWL=907.84 OUTDOOR SPACE 5,100 SF 112'-12" HDPE 0 5.3% LOT 1 24 UNIT - ASSISTED LIVING \\ 51'-3" D WM STUB 6" 90' DIP BI HYDRANT'W/ GATE VALVE BLOCK 1 8.57 AC RIP —RAP f \ E.O.F.=904.8 \ INFILTRATION\ BASIN HWL=904.93 FES-3 \ IE=903.5 v r� I 1` f �� I I COUNTY RD 14 STORMWATER DRAINAGE POND A-A-�--I I \ C D 6"x3" 3" DIP TEE & 3" GV 22.5' 6" DIP BEND I 106'-6" SCH 40 PVC 0 4.2% SANMH-1 RE=913.7 IE=901.47 \ � 163'-6" SCH 40 PVC 0 0.57. 186'-12" HDPE 0 0.4% SANMH-2 RE=90CONNECT TO EXISTING IE=900.6.65 WATERMAIN AT PIONEER SAN—FM TRAIL AND BLUFF CREEK RE=907.2 BOULEVARD �j IE=900.4 W/ 8" GATE VALVE & CB-1 8"x 6"REDUCER RE=906.88 �? IE=904.50 CBMH-2 21'-12" HDPE yyaP� RE=906.88 0 1.0% IE=904.29 * ON 22.5' & 90' 0 6" DIP BEND Op� z JANI 1 AM V FORCEMAIN 6' DEEP MINIMUM Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3/19/13 - 24 UNIT FOOTPRING SHIFT/CITY SUBMITTAL I hereby certify this plan, specification or report was prepared by me ✓ t:dei my direct supervision and fW ! 3m a duly Professional Erb Tor a der the laws of iF a state of MINL!N1IF- OTA Date: Reg. NO:47080 IDE)K construction inc. V A -A FES-4 IE=900.0 /� I I COUNTY RD 14 STORMWATER DRAINAGE / POND CONNECT 2" SANITARY O/ FORCEMAIN TO EXISTING MANHOLE IE=903.76 ' (CONTRACTOR TO COORDINATE LOCATION WITH CITY ENGINEER) X G-` X POND �•'� NWL=906.0 1 HWL=907.84 OUTDOOR SPACE 5,100 SF 112'-12" HDPE 0 5.3% LOT 1 24 UNIT - ASSISTED LIVING \\ 51'-3" D WM STUB 6" 90' DIP BI HYDRANT'W/ GATE VALVE BLOCK 1 8.57 AC RIP —RAP f \ E.O.F.=904.8 \ INFILTRATION\ BASIN HWL=904.93 FES-3 \ IE=903.5 v r� I 1` f �� I I COUNTY RD 14 STORMWATER DRAINAGE POND A-A-�--I I \ C D 6"x3" 3" DIP TEE & 3" GV 22.5' 6" DIP BEND I 106'-6" SCH 40 PVC 0 4.2% SANMH-1 RE=913.7 IE=901.47 \ � 163'-6" SCH 40 PVC 0 0.57. 186'-12" HDPE 0 0.4% SANMH-2 RE=90CONNECT TO EXISTING IE=900.6.65 WATERMAIN AT PIONEER SAN—FM TRAIL AND BLUFF CREEK RE=907.2 BOULEVARD �j IE=900.4 W/ 8" GATE VALVE & CB-1 8"x 6"REDUCER RE=906.88 �? IE=904.50 CBMH-2 21'-12" HDPE yyaP� RE=906.88 0 1.0% IE=904.29 * ON 22.5' & 90' 0 6" DIP BEND Op� z JANI 1 AM V FORCEMAIN 6' DEEP MINIMUM Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3/19/13 - 24 UNIT FOOTPRING SHIFT/CITY SUBMITTAL I hereby certify this plan, specification or report was prepared by me ✓ t:dei my direct supervision and fW ! 3m a duly Professional Erb Tor a der the laws of iF a state of MINL!N1IF- OTA Date: Reg. NO:47080 IDE)K construction inc. V O Q = J O H Z O J Cl)z D z_ W 2 Of Cl) LLJ Qo a co ZN 2 Q G a Z a x z �E Wz = a x �L) V U 2 a C4mO 4" A PLANT SCHEDULE OMMON NAME BOTANICAL NAME SIZE ROOT JTMN BLAZE MAPLE Acerx freerngnii 'Jeffersred' 2.5 in B&B -NTRY AMERICAN LINDEN Tilia americana 'cKSentry' 3.5 in B&B NTRYAMERICAN LINDEN Tlica am ericona 'McKSen ' 3.0 in B&B ED BARRON CRABAPPLE Malis 'Red Barron' 1.5 in B&B -IORNLESS COCKSPUR HAWITHORN Cratae us crus olli 'inermis' 1,5 in B&B ORTHWOOD RED MAPLE Acer Rubrum Northwood 2.5 in B&B 3AIRIE CASCADE WILLOW Salix x 'Prairie Cascade' 4.0 in B&B ORWAY PINE Pinus Resinasa 8.0 ft* B&B ACK HELLS SPRUCE I Picea Glauca &0 ft* B&B TOTAL 1 55 * REFER TO PLANS FO SPECIFIC TREE HEIGHTS TSY 22 SS 20 NFS 37 TOTAL 79 \UTON SPREADING YEW Toxus media 'Tauntonii' 24" Spread POT IOWMOUND SPIREA Spiarea nipponica 'Snawmound' 24" High POT EON FLASH SPIREA 5piarea nipponica 'Neon Flash' 24" High POT TREE DE7 NIL t� 6 TSY Wi JU 6Sr �X� 6 NFS / D11 lr —" 4 BHS SIGNAGE KzH E.. 1 out misdirected branches / \ i 't"• 1 /' .[ coders intact K OO and staking Is optional• ' / X of stakes 50 above ground (max.) or to first branch. m of stake 3' (min.) below ground ,g posts to be 2'X2' stained wood or painted delineator poste \ a 3 poste equidistant around and outside root ball. Prune out misdirected branches 'e tree to poets with 16' long polypropylene or Leave leaders Intact thylene, 40 mil, 1 1/2' wide strop. E 1� wrapping is called for: wrap from " 1' line upward to first branches 4' depth of specified mulch over Place 4' depth of specified mulch owr dts — do not pile against trunk plant pits — do not pile against trunk Km / plant pit with specified backfill soil X Ball Backflll plant pit with specified backflil soil r o Iameter LEGEND PROPOSED EXISTING aides and bottom of hole / Scarify aides and bottom of hole ''` .' TOPOGRAPHIC INDEX CONTOUR — 600— 500 - / :o American Standard for Nursery Stock \ ,�j!)r{ � Rater to American Standard for Nursery Stock -- ' TOPOGRAPHIC CONTOUR — g02—� 602 ,!mum ball size. / for minimum ball size. y�\\ �\ \\j \ /. — —' — — — —' — S' deep waterlog basin `C� / ��• �� Form 3' deep watering basin - / EDGE OF WETLAND A ball on undisturbed subsoil or Set root ball on undisturbed subsoil NORMAL WATER LEVELbeoll or / compacted soil mound matching trees compacted soil mound matching trees natural groindline with finished site grade natural groundline with finished site grade Civil Engineering 9109 w 23rd at SLIP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4113 - 24 UNIT REVISION 3/19113 -24 UNIT FOOTPNING SHIFTICITV SUBMITTAL 'I. 'DLDK construction inc. M O 0_ F- Z O LU N w Z Z Z LU 2 LU v(1)i W a Q o a C) o Oil Z TQ i U) z a E Q %o U _ = Q J d Ll nO C) "Ca-- Coa�s�ilrati>� T T r FLOOR PLAN 3/32"=1'-0" I I reby certify this plan, specification o eport was prepared by me or under n direct supervision and that I am a d y Licensed Architect under the laws o he state of Minnesota. G %///%%%%%%/ l"lll/�//////D00%D% XXX X rn Z O w W 6/1 Cn 'Wn V L F— LLI OQ c L � Z � Zry U O O t cw o J LL Is 292 design group (2011) EAST ELEVATION 1 /8"=1'-0" NORTH WEST ELEVATION 1/8"=1'-0" A2.0 1/8"=1' 0" SOUTH WEST ELEVATION 1 /8"=1'-0" ELEVATION 1 hereby c -tify this plan, specification or report as prepared by me or under my direct ipervision and that I am a duly Licer ed Architect under the laws of the sta of Minnesota. vOO; VO X� xx XX XXX X X ui zh z 0 0 w U) W V) Of C� O O0000000000 Cn V / O > V w C� LL ry LL- O_ JW ry m C LU F- X w 42 A C 92 design group (2011) a2013 NestwaoE Professional L F Planting Detail 1 eal. 1Lip Inc TYPICAL --- Planting Detail 2 Irear I _ ramie Plantiag DKW 3 ar H I I I I I I I I I I I I I I I I I I I I I I I Final Plant Schedule CODE OTT. COMMON/BOTANIC NAME SIM SPACNG O.C. MS a Math HE. 5a / P s. b .w 0' HT, Ba AS 910MN NOTE: OUANTMM ON PIAN SUPERSEDE IIST W/JITTIES IN n EVENT OF A OISCRUPPANM . w Ryland Homes >M IA- PANle. w 50" �6_,6oi10 � Southwest Village a30 60' 9o' Latest Revision Date 01/3l/n MAtfi6. o,rf':. o.�08/1)1/18 si a 12 of 18 Landscape Plan Professional Typical 7 Unit Townhome Planting Detail Final Plant Schedule (P r 6 Unit) CCOE OTC COMMON/BOTANICAL NAME 52E SPACING O.C. Final Plant Schedule (Per 7 Unit) COOS OTC COMMON/BOTANICAL NAME SZE SPACING O.C. Typioal 6 Unit Townhome Planting Detail I ". Rwmrwl nd�bylferte nc �ur�+ry b`er`Trh��+ Atew e10� Ryland Homes C� L �� M o•4 M/ta W 15� A Dllve ntlftvAded w��aum2amm i 08/MM Me N. 767/1 Bi Pri MN, 55344 Southwest Village Call 48 Naurs before digging: 811 or coII811.c= Common Ground Alliance IF 0In' 20' 30' West Revision Date W/BVn cool c.Pvoam. waro3/o1/13 s,_. 136oe 18 Landscape Detail Plans !` J rf J�a r .a`rjJJ •�Jp via` 5m°SI'Bl'I t`Ja. / / hl / m1 \ \ ._J_ ) ! I •1 \ WETLAND e ,\r p`. i sa. 5 �l fJ t aa^ sin AfiR s FNPAY TW L CWMazsn X. TEem Af-SwupxmQ m ofge Natl¢,v Qw .m Ne N.—pavan at0e Fml:esst Qi MuN Smim'_].T—AHAiP H6. Raryc 23 N'm of IIR Fifth PH—ple Mtt ,i hvnhsu / fil c / Cmmre 1.1 We mNNSPS conwr of. PA SPAR—, Q. of ft N.—M1 Q." / -tl.av oo ao,wmea beamai of NwA US di roes a33 ma. ,\'ui,loup Ne Ni lloe of said / Sa..x QumleroFN NNIF.QSITY.,J.—. o1`52e. fY, /-16cmv-na .g orSaulFX9&,-3l—PS Irnmd wa, a diRa«v ofbl].lor : Yana on a Manng ofSomh UJ il,—'_X minulo 53 Sao Y F A. p AId xiW saW cal I— of Ju / SuuAxsss Qunur of�M1e \'mM1eul waner.aduuncof 665_'X fm: e � /-lM1ence ona bonny of SouN XU Jegrte'ft miwtn9 rends 4vsLaJulaixe or6'_65RIm16'U£U fael ad dI. m aK.�., Ime �f,a�a.mmxm w+nl*orme snw�e w+nc� / -menee on a 6.�nn¢,rt�on6 vn aey<..� zX comma I6 �. .. w�l alnnp �M1e a,ia.m Bn<�rme / NaMxc-a wane a We SaudKan wooer., ais,na Otza69X fn. �o Ne roam ufhgiNanX. / ) V/� a �o f& l:v uwba TP, Al Nq .PER WFA OPYWG. OISTRIBUTHON. PNryIXi L HN YN:CE OF IIu:An- di, A Vlanwrtponvae pe}uW Mmea uMw `OYEJl]-RGE23.SECq THIS PRODUCT IS STRICTLY PROHIBITEO WffIKKli upc ud lul adJy li¢egd Latl Sunevorwdv�be HENNEPIN COUNry T. INC �aE%PNEssWRRTENg1fiMGRluIpN. USEwRHaJf OH CONSTTNTES AN ILLEGITIMATE USE AND TIFRFBY .VI Iw dks .f OnJI �M1 d, ft 113. �' SATHRE—BERGQUIST, INC. BOOK..GE. EAERGOUIST. ING CF qLL RE5PON51BRT'. �` CITY RVES THE 3T.INC. RESE4419 TOHMOOR ,.p SOyfTlgpgpWgY Wgv2ATA MH S5391 ry5tle]&90W RE LOSES RESUTE =GGLLY ftESPCNBBLE FOR DPMFGEB IXt LOSSES REBLtTING LTING ,(y(\��•�Jf J /'�""'iOR I MINNESOTA Tint COMMFTMENf NOTES: ?I,,, A BOUNDARY SURVEY 14 if COMMUNITY ASSET DEVELOPMENT I65]2O 1 X FINAL PLANS FOR Smite, Grading, Drainage, Utility and Landscaping FOR CHANHASSEN SENIOR HOUSING IN CHANHASSEN, MN SITE LOCATION MAP CONTACT INFO: DEVELOPER / CONSTRUCTION DDK CONSTRUCTION JOHN KLINGLEHUTZ / TIM HEILAND 952-233-2728 1 U SIT CIVIL ENGINEER BCE CONSULTING, LLC STEVE BROYER, P.E. 612-770-4645 ARCHITECT 292 DESIGN GROUP MARK S WENTZELL, AIA 763-533-3813 SHEET INDEX CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 CIrY OF CHAVpW89i�1 RECE JUN 14 2013 CHANHASSEN PUNNING DEPT BCE c,cx>L4„l.a.,r�,, r r r Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION W191 3 - 24 UNIT FOOTPRINT SHIFT/CITY SUBMITTAL 5113/13 -SITE SURVEY REVISIONS 6113/13 - GRADING REVISIONS/SETBACK ADDITIONS I hereby certify this plan, specif n or report was prepared by m My direct supervis4a,1m eduly Professionaldertheaws o M 1 OTA Reg. No:47080 V/ 0 0 Z 0 WLu N Z Z Z W ui LID o 'Lu r=n N ry Z 2 WE Q Z > Z _ = 0 N U L UIL C1.0 © BCE Cot�sa�lrar><ts, r r ,C' P I oA� 8 2 al� SITE NOTES AE NE 1/4 CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL DIMENSIONS ARE SHOWN TO THE FACE OF CU �B UNLESS OTHERWISE NOTED. BUILDING DIMENSIONS REFER TO THE OUTSIDE FAC= OF BUILDING UNLESS OTHERWISE NOTED. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISI- NOTED. ALL CURB AND GUTTER TO BE B612 UNLESS OTHERWISE NOTED. PEDESTRIAN RAMP TO BE CONSTRUCTED AT HANDICAP SIDEWALK ENTRANCE. FIRE TRUCK INFO 31.73 9.15 15.09 FIRE TRUCK feet Width : 8.14 Track : 7.61 Lock to Lock Time : 6.0 Steering Angle : 41.3 LEGEND PROPERTY LINE EASEMENT LINE SETBACK LINE CENTERLINE CURB LINE EDGE OF BITUMINOUS EDGE OF CONCRETE CURB LINE (TIP OUT CURB) PROPOSED EXISTING ImaIH— CoamxLrha� T T !r Civil Engineering 9109 w 23td st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4113 - 24 UNIT REVISION 3119113 - 24 UNIT FOOTPRINT SHIFT/CITY SUBMITTAL 5113113 - SITE SURVEY REVISIONS 6113/13 - GRADING REVISIONS/SETBACK ADDITIONS I hereby certify this plan, specif n or report was prepared by mg@ my direct supervision a a1 I am a duly Professional E der the laws o tse of M 1 OTA Reg. NO:47080 construction inc. 0 25 50 100 SCALE IN FEET a z 0 O z o w W z z Z w a W 1n O Q IZ v, N 2 /y�J "a) Q Z Q J z _ = z o V U LL a CIO Q TI[-'F Co171slalta11Cs� T T >� > C ♦ / EROSION CONTROL NOTES O ♦ O O \ // ♦ ♦ � • ~ � � w � \\ // ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. / // M► \\ / sss4 ♦ \\ // ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH g94\ CREEK BED CRUSHED ROCK ACROSS FULL WIDTH, FROM ENTRANCE POIN iF SILT FENCE- -7—sop \\ �\. ' , (GIS DATA) \ / =902, e9s "', \ / TO 75 FEET INTO CONSTRUCTION ZONE (REFER TO DETAIL). -90s\ a �� , a9 \� \ ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND 48""Co CFTC// - sos: \\�,� �°\� \\\ 3 10' WIDE d50=6" (27 CU.YD.t) « GREATER THAN 8 FEET IN HEIGHT, SHALL HAVE EROSION OUTLET C0NML <' �_ 4yl g��\ \� \RP=RAP SWALE OVER CONTROL FABRIC INSTALLED ON SLOPE PER MNDOT SPEC. S CTURE T i' �_ g0 \ \� \ \ - VEN GEOFABRIC i ��Z\ \ 3885. VERIFY RESTORATION METHOD AND SEED MIXTURE. 90? 4' CURB CUT CONTRACTOR TO SUBMIT SHOP DRAWING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. /ri °6 \�-_ '� \ 9061,\ - TEMPORARY EROSION CONTROL (HAY BALES OR APPROVED s EQUIVALENT) TO BE PLACED AROUND STORM SEWER t I \ ✓ / / / o8 L _ STRUCTURES DURING CONSTRUCTION. 1 // OUT6fbOR SPACE \ ,... -, � ``_-- SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL 0 L �\ \ \ r \ \ j 5,1\osF -� \ DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN \ O.F.=' 6•1 \� \\ \ \ Tzo— CAPACITY HAS BEEN REDUCED BY 50%. $1 3 SEDIMENT TRACKED OFF -SITE, AS A RESULT OF CONSTRUCTION 4-STALLS ��,9a°pf - ��\ TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS. \ \\ \ \ \ \ \ \ \ 911.02 +\ �\ \\ \\ \ \ \\ \\ \� _\� ♦ ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED, 911.34 C- ° 911V° Lr �\ WOOD FIBER BLANKET OR PAVED SURFACE WITH 14 DAYS. \ \ \ \ \ 24 UN�T,- ASSISTED \ \ \ \\ \ \ \\ \\LIVIIN TOPOGRAPHY PROVIDED BY CARVER COUNTY GIS AND DERIVLD \ \ \ \ \ \ FEE=910, \ / �3.* \ / \ ` OFF OF PIONEER TRAIL CONSTRICTION DOCUMENTS. DEVELOPER 91 ° / \\ TO ATTAIN GROUND TOPOGRAPHIC SURVEY UPON CITY APPROVAL. BLUFF LOCATIONS IDENTIFIED PER THE CITY OF CHANHASSEN CODE: \ \ \ \\ \ \ \\ \\ \ \\ RETAIWG o \ \ \\ \\ \\\ �� , \ � � I \ \ \\� \ \ 1. THE SLOPE RISES AT LEAST 25 FEET ABOVE THE TOE OF WALL \ �\ \ \ \\ \\\\� \\\ ` 2H AND THE GRADE OF THE SLOP TW=BWa915.5 �\ \� \\ \� \ E FROM THE TOE OF THE T'N=s1 ,s_\ \ \\ \\ \ ♦ BLUFF TO A POINT 25 FEET OR MORE ABOVE THE TOE OF 1HE \BW=911.8 \ sae\\ T \\ \v/ 1 \ ♦ BLUFF AVERAGES 30 PERCENT OR GREATER; AND TW-=BB ')\ 3. AN AREA WITH AN AVERAGE SLOPL OF LESS THAN 18 \\ I \\\ \\ \ , \ \ \ ♦ PERCENT OVER A DISTANCE FOR 50 FEET OR MORE SHALL NOT �17.67\ \ �\ \\ _ \\ i, \ \\ \I \\\ , BE CONSIDERED PART OF THE BLUFF �g1�'\ \\ \ \ I \ \ EARTHWORK QUANTITIES LOT 1 \ Jt< \ \\\ \\ J<�\\ \\�.\ BLOeK1 i \ \ \ �\ \\\ \\ , \;��\� �\>\ \\\�\\ \\\ \ / \'t I \\ \\ CUT = 6300 YDS O 8.57 AC \\\ \\ \ �� \ g1A \ \ \ \ I I l j j // FILL = 4100 YDS \\ II NET = 2200 YDS CUT (UNADJUSTED) ' \ �J i i i i •\ \ \ (4 CU.YD. \ \`\ \\ \\\ 0 Yy E(*=904.8\ 90 \ \IN9ILTRATION BAblN ��x \ \ I I I 893.1$ \RCP 20" 97. 910 97 \\v\\\,`90 it 906 CMP X / RO CONSTRL1CTj EN 41 LEGEND PROPOSED EXISTING TOPOGRAPHIC INDEX CONTOUR —_,—_,_600` TOPOGRAPHIC CONTOUR EDGE OF WETLAND . — — — — — . POND NORMAL WATER LEVEL — — — — — SILT FENCE SPOT ELEVATION X 800.00 X 800.00 DRAINAGE SLOPE STORM SEWER >> CATCH BASIN ■ STORM MANHOLE 1FRC'F' C .lf-a��fea� T T r[' Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3/19/13 - 24 UNIT FOOTPRINT SHIFT/CITY SUBMITTAL 5113113 - SITE SURVEY REVISIONS 6113113 - GRADING REVISIONS/SETBACK ADDITIONS I hereby certify this plan, specificiltipn or report was prepared by * my direct supervision a Xt a duly Professional E derthe laws o of M 1 OTA Date: Reg. NO:47080 DD KN%, construction inc. 0 20 40 80 SCALE IN FEET Z O I— Z Z o p vi LU 0 Z Z Z Z Q W w U) „/ Cl) W a \ J In o - Q N QON r� Z = 8 Z z _ �O o U �Ua. C10 �F10.0 of 11 FZ N BLUFF O E00� '400�i' 896 4 - 't ROo BO: m m m � kSLVCI� 8.57 AC 1 \ Ja a4 J� a4 i a4 a4 i a4 �6 I � / i 893, C P© 44 " b � v X 891.62 `C,MP 30" i , r v BLUFF INFORMATION Bluff means a natural topographic feature such as a hill, cliff or embankment having the following characteristics: 1. The slope rises at least 25 feet above the toe of the bluff; and 2. The grade of the slope from the toe of the bluff to a point 25 feet or more above the toe of the bluff averages 30 percent or greater; and 3. An area with an average slope of less than 18 percent over a distance for 50 feet or more shall not be considered part of the bluff. Bluff impact zone means a bluff and land located within 20 feet from the top of a bluff. Bluff, side of means a point at which both conditions for a "bluff" no longer exist. The side of the bluff is delineated by a line connecting the top and toe of a bluff at a location in which the slope of thebluff is less than 30 percent or the change in elevatior becomes smaller than 25 feet. Bluff, toe of means the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from flatter to steeper slope above. If no break in the slope is apparent, the toe of the bluff shall be determined to be the lower end of a K-foot segment, measured on the ground, with an average slope exceeding 18 percent. Bluff, top of means the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from steeper to gentler slope above. If no brez k in the slope is apparent, the top of the bluff shall be determined to be the upper end of a 50-foot segment, measured on the ground, with an average slope exceeding 18 perc:ent. Specific Bluff Zones illustrated on plan are based on field surveyed topography Bluff zones illustrated on the image are based off of GIS topography and are for reference only and should not be deemed accurate. LEGEND TOPOGRAPHIC INDEX CONTOUR TOPOGRAPHIC CONTOUR EDGE OF WETLAND POND NORMAL WATER LEVEL SILT FENCE SPOT ELEVATION DRAINAGE SLOPE STORM SEWER CATCH BASIN STORM MANHOLE PROPOSED X 800.00 _1.00% EXISTING X 800.00 Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 314/13 - 24 UNIT REVISION 3119113 - 24 UNIT FOOTPRINT SHIFT/CITY SUBMITTAL 5113113 - SITE SURVEY REVISIONS 6113113 - GRADING REVISIONS/SETBACK ADDITIONS I hereby certify this plan, specifi r or report was prepared by In my direct supervision a a duly Professional EpQ� der the laws o Of M 1 OTA Reg. NO:47080 IDLD�K construction inc- 0 20 40 80 SCALE IN FEET V Z O Q Z O W VLU CO Z �M W L W Z _ 9 CO Q o w N 2 Z v� = LL u E Q Z a ILL J Z = V U m 2 C12 'ram I UTILITY 140TES\v CONTRACTOR HALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF �\ EXISTING UTIL! IES AND TOPOGRAPHIC FEATURES PRIOR TO THE C G COMMENCEMEP - OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE E GINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING TILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT \ GOPHER STA - ONE CALL (651-454-0002) FOR UTILITY LOCATIONS, 48 / HOURS PRIOR -0 EXCAVATION. T R MAIN ANITARY SEWER & STORM SEWER CONSTRUCTION SHALL WATER �\1 CONFORM TO HE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR � \ WATER MAIN / JD SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS / / / / ASSOCIATION F MINNESOTA. i POND \ \ REFER TO SIT PLAN FOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT. NWL=905.0 / HWL=906.9 \ ALL WATER PI E TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS OTHERWISE N( -ED. \ TYPICAL HYDF .NT CONSISTS OF: HYDRANT, GATE VALVE, 2.5' OF 6" DIP '. / < OUTLET WATERMAIN A ) ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL .� CONTROL / BE INCIDENTAL STRUCTUR (SEE DETAIL) A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, ..STRUCTURE UNLESS OTHE( VISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN \IE=905.0 A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER DROP STRUCTURE LINES. RE7900.0 fr IE=898.0 V A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF IE=B 4.35 30'-12" HDPE HORIZONTAL ` PARATION IS REQUIRED FOR ALL UTILITIES, UNLESS �\ 017.9% OTHERWISE N( -ED. FES-4 62'-12" HDPE ALL SANITARI' SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR IE=894.0 \ 0 0.59' 35 UNLESS 0 iERWISE NOTED. CONTRACTOR HALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTIOP AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION . OF WORK. LINE OF THE NE '/4SECTIbN A -A 1 F� /2" / FO 1 6 CONNECT 2" S) / FORCEMAIN TO MANHOLE IE=903.76 (CONTRACTOR 9.72 INV COORDINATE LC X-SANMH CITY ENGINEER) RE=912.95 IE=903.23 / OUTDOOR SPACE 5,100 SF A 14 STALLS 24 UNIT - ASSISTED LIVING FFE=913.0 14 13,700 sf / 51'-3" DIP WM STUB AST LINE Oe- E fsArS�'sTue"- IE=906.0 b Fz C) \ / LLJ \ Cf) \ LL \ / z N to \ tj Y \ C0 w \ / 6" 90' DIP BEND H RANT W/ GA VALVE A RIGH t I/yY P MINNESOTX IDEPARTMEN TRANSPONTATIC\N RIGHT OF PLAT NO 10-21 R -RAP E.O.F.- 02.5 !1 NJFILTRATION ? BASIN H*n 902.E \ FES-3 IE=900.0 / r r \ ^a A -A U - SE CORNER OF THE SW '/40F THE NE 1/4 6"x3" 3" DIP TEE &3"GV 22.5' 6" DIP BEND 0 � 91'-6" SCH 40 PVC ® 4.2% SANMH-1 RE=913.7 IE=901.47 .93 .20 148'-12" HDPE O 0.8% 908.14 CMP12" CONNECT TO EXISTING WATERMAIN AT PIONEER TRAIL AND BLUFF CREEK BOULEVARD W/ 8" GATE VALVE & 1 8"x 6"REDUCER -903.90 901.5 y�P 21'-12" HDPE �Q ® 1.0% 6 F90'-6" DIP of BEND f �0/ lu= 4=cwmsudtr . T 7 Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13- DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3119113 - 24 UNIT FOOTPRINT SHIFTICITY SUBMITTAL 5/13M3 - SITE SURVEY REVISIONS I hereby certify this plan, specifi V... or report was prepared by m9a.01 my direct supervision an J am a duly Professional E derthe laws o of M I OTA Date: Reg. NO:47080 DE: )K construction inc. 0 20 40 80 SCALE IN FEET z yj O Q Q z J y O Z I` � z_ C4mO 2" X 2" W01 OR STEEL FENCE POST 5' MIN UM LENGTH AT 4' MAXIMUM SF 'ING RUNOFF D1� OF� UPPORT POST ANCHORAGE PLASTIC ZIP TIES -(50 lb. TENSILE) LOCATED IN TOP 8" GEOTEXTILE FABRIC — OVERLAP FABRIC 6" AND FASTEN AT 2' INTERVALS (MIN. WIDTH 36") LAY FABRIC IN THE TRENCH —MACHINE SLICE 8"-12" DEPTH (WITH 6" FLAP) r Z v w f I =1m zw �V) 0 \ OL 5/8" POLYETHYLENE ROPE NOTE: ATTACH FABRIC TO SUPPORT POSTS WITH PLASTIC ZIP TIES GRADING SILT FENCE - MACHINE SLICED PAVEMEN SECTION VARIES 3" RAD. RAD. SLOPE ( TTER TO MATCH PARKIt LOT DRAINAGE (3/ PER FT. TYP.) TIP GUTT OUT AS REQ'D 1 t 3 3" RAD. ` 6" 3/8 " UP f 13.5" 1 AGG. BAS VARIES 1 v�.Pr?. MIN. OF 4" MINIMUM 1' BEHIND AGG. BASE UNDER CURB BACK OF CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) CURB „A„ TYPE A 8" 8612 12" L B618 18" B624 24" PAVEMENT 36 STYLE CONCRETE CURB AND GUTTER PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND BENCHES SLOPED 2" TOWARD THE INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE AND STEPS ARE FACING DOWNSTREAM. PLAN JUSTMENT RINSNASAND SPEAD CIFIED. -MANHOLES SHALL BE PRECAST IN ACCORDANCE WITH ASTM C-478 27" MAX MANHOLE STEPS, NEENAH R1981J OR I F�2T EQUAL, 16" ON CENTER AS APPROVED BY OSHA. STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL POSITION OF CONE AND 4, STEPS ARE FACING DOWNSTREAM. ALL JOINTS IN MANHOLE TO HAVE RING RUBBER GASKETS. VA IES PRECAST INVERT REQUIRED. 12" 16" `-- 4' PIPE SHALL BE CUT OUT FLUSH „ WITH INSIDE FACE OF WALL. ~ KOR—N—SEAL MANHOLE VARIES BOOT OR EQUAL. .ALL DOG HOUSES SHALL BE GROUTED ON INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS SECTION 6" FOR 14' DEEP OR LESS, AND INCREASES 1" IN THICKNESS FOR EVERY 4' OF DEPTH SANITARY SEWER STANDARD MANHOLE 2" WASHED ROCK GEOTEXTILE FABRIC MIN. 3' OVERLAP 6" MINIMUM DEPTH) DSO, 18" MINIMUM BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP SILT MIGRATION THROUGH ROCK. GRADING ROCK CONSTRUCTION ENTRANCE .� N\M& ZO ;D111 EXPANSION JOINT 6" Q� TOOLED CONIC SIDEWA K SLAB . Pp RADIUS EDGE .� < s SLOPE" PER FOOT a �rt _ ..� • .. II'VVV1 MMML ... Asa•>j'L`r-.'�: -.ye, ;,y ^..:+`-Cr.'.eVi-, `sy SECTION BASE MATERIAL 6" 6" V-6" NOTE: SEE ARCHITECTURAL PLANS FOR DETAILS ON DOWEL PINS, EXPANSION JOINTS, SIDEWALK SLAB AND SIDEWALK BASE MATERIAL. PAVEMENT INTEGRAL SIDEWALK AT B612 CURB A CONCRETE ANCHOR OF 2600 Ibs (17.3 cu ft) IS REQUIRED ON ALL MODEL 2010 93" STATIONS. FILL TO GRADE WITH CLEAN, COMPACTABLE BACKFILL, SUCH AS PEA GRAVEL OR CRUSHED STONE, 1/8"-3/4" IN SIZE. CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL POURED PRE -CAST IN -PLACE CONTROL PANEL - TO BE INSTALLED AT FACILITY WGRAVEARTH DISTURBED ONCRETE ANCHOR E L BEDDING CONCRETE BALAST ELECTRO FUSION COUPLING 32 SQ. FT. INSULATION Z M In U 4' SANITARY SEWER GRINDER PUMP STATION NOTE: CONTROL PANEL AND WIRING FROM PUMP TO LOCATION SELECTED BY OWNER SHALL BE FURNISHED BY THE CONTRACTOR FOR INSTALLATION BY OTHERS. WRAP 5t SY OF 2" FLEXIBLE INSULATION AROUND DRY WELL. /—PLUG END 6" S.D.R. SOD RUNOFF SPREADER: SOD LAID PERPENDICULAR TO FLOW ON TOP OF BLANKET END OF UPPER BLANKET TO OVERLAP BOTTOM WOOD FIBER BLANKET MULCH SAFETY SLOPE - ROADWAY STANDARD MULCH END OF BLANKET tBURIED IN 6" DEEP VERTICAL TRENCH n� 0 SLOPE 3:1 AND STEEPER SILT FENCE OR J BALE CHECK AS SPECIFIED EROSION CONTROL BLANKET INSTALLATION ON AN INSLOPE ( WHEN REQUIRED ) CATEGORY SLOPE VELOCITY 1 FLAT - 2 3:1 < 5.0 fps 3 3:1 < 6.5 fps 4 2:1 < 7.0 fps CATEGORY ACCEPTABLE TYPES 1 STRAW RD 1S, WOOD FIBER RD 1S 2 STRAW 1S, WOOD FIBER 1S r 3 STRAW 2S, WOOD FIBER 2S 4 RAW/COCONUT 2S, WOOD FIBER HV 2S THE LETTERING DESIGNATON SHALL BE DEFINED AS FOLLOWS: 1S - NETTING ON ONE SIDE RD - RAPIDLY DEGRADABLE 2S - NETTING ON TWO SIDES HV - HIGH VELOCITY GRADING EROSION CONTROL BLANKET NOTE: CONCRETE TO BE 6" THICK (MINIMUM RESIDENTIAL) AND HAVE 4" OF z COMPACTED CLASS 5 AGGREGATE 0 0 < BASE (SEE SPECIFICATIONS). OD Y � J Z Lj< O—/ Z W Z J�(7 < i!:NZ w w F O N Wo CL r NO SCALE or G ISOMETRIC NO SCALE 6" CONCRETE PAVEMENT 4" AGGREGATE BASE PROP F SIDEWALK THICKENED �NF TO MATCH DRIVEWAY SIpFs / THICKNESS (TYP.) PAVEMENT CONCRETE DRIVEWAY APRON APPROX. X OF TOTAL MASS SMALLER THAN GIVEN MASS CLASS OF RIPRAP MASS SIZE (pounds) (Ina) I II III IV V 20DO 30 _ _ _ _ 100 1000 24 - - - 100 - 650 21 - - - - 75 400 16 - - 100 - - 250 15 - - - 75 50 120 12 - 100 75 - - 50 9 - 75 50 15 6 100 50 - - 10 5 5 - - - 10 - 2 4 50 - 10 - - - 2 - 10 - - - - 1 10 - - - RIPRAP PLACEMENT CHART FILTER RIPRAP BLANKET VOLUME FES DIA. DEPTH DEPTH CLASS REQUIRED 12' TO 24' 12" 6' CL II 3 TO 6 CY 27" TO 33' 1B' 9" CL III 9 TO 12 CY 36" TO 46" 16" 9" CL III 14 TO 20 CY 54' AND UP 24' 12" CI- IV 25 CY AND UP (ONE CUBIC YARD 15 APPROXIMATELY 2•BOO LBS.) RIPRAP NOTE: FILTER BLANKET REQUIRED UNDER RIP RAP OR GEOTEXTILE FABRIC '� NORMAL THICKNESS SIDEWALK CONCRETE PAVEMENT TO MATCH BACK OF CONCRETE NOTE: CURB AT THIS POINT CONTROL JOINTS IN CONCRETE CURB NOT TO EXCEED 10' SPACING THROUGH DRIVEWAY SECTION. I7I_1�1 SECTION B-B rRIPRAP 2' 1 / GROUT IF SPECIFIED N`FILTER BLANKET SECTION A -A GEOTEXTILE FABRIC * GEOTEX71LE FABRIC TO BE 100 lb. TENSILE STRENGTH STORM SEWER RIPRAP PLACEMENT AT OUTLET IF SPECIFIED TER BLANKET )TEXTILE FABRIC 901.5=1E 0 CURB & GUTTER RIP -RAP SWALE WITH GEOTEXTILE BLANKET PER PLAN A CONCRETE CURB & GUTTER 1:1 TAPER i PERSPECTIVE F/I NOT • FILTER BLANKET WITH GEOTEXTILE 11 FABRIC REQUIRED UNDER RIP RAP. " RIPRAP FILTER BLANKET GEOTEX11LE FABRIC SECTION A -A PAVEMENT CURB CUT WITH RIP -RAP SWALE 4" 5' C NCRETE 2% SLOPE TO STREET e. f.d °ee .s 4 AGGREGATE REFERENCE TO MN —DOT SPEC. 2521 CONTRACTION JOINTS AT 5' SPACING CUBIC YARDS PER UNEAL FOOT — 0.0617 LINEAL FEET PER CUBIC YARD — 16.21 EXPANSION JOINTS EVERY 40' OR LESS PAVEMENT CONCRETE SIDEWALK SECTION GALVANIZED SKIMMER GRATE EOF=907.0 4.d NWL=905.0 EOF=906.5 7 0 ORIFICE(S) 902 CAST IN —PLACE CONCRETE STORM SEWER POND OUTLET: CONTROL STRUCTURE ORIFICE(S) Rl-'F C�Xsailtarl?� T T !-' Civil Engineering 9109 w 23rd st SLP, MN 55426 (612) 770-4645 REVISION LOG: 2/11/13 - DRAFT CITY SUBMITTAL 3/4/13 - 24 UNIT REVISION 3119113 - 24 UNIT FOOTPRINT SHIFT/CITY SUBMITTAL 511 N13 -SITE SURVEY REVISIONS I hereby certify this plan, specif n or report was prepared by mlkcrr, my direct supervision an a`Pl �m a duly Professional E derthe laws o of M 1 OTA Reg. NO:47080 L)KIN construction inc. �y11 2N {.L O Z O W (1) W N Z Z W J z Q9 Q L LI oLU CD Z Q = Z E z \J V L) U a` C5mO F ---902- r�..� 904— 906 SOUTH LINE OF THE NE 1/4 SECT13N \\\ 27 \ C ilk Ask Alk lk n \. tt \ \ \s \6 I n PLANT SCHEDULE DMMON NAME BOTANICAL NAME SIZE ROOT UTMN BLAZE MAPLE Acerx freemanii 'Jeffersred 2.5 in B&S -NTRY AMERICAN LINDEN Tilia americans 'McKSentry 3.5 in B&B \. _NTRY AMERICAN LINDEN ilia americans VcXSenttY in B&B 7-D BARRON CRABAPPLE Malis'Red Barron' 1.5 . in B&B iORNLESS COCKSPUR HAWTHORN Crotae us crus alli 'inerrniS' 1.5 in B&B ORTHWOOD RED MAPLE Acer Rubrum Northwood 2.5 in B&B 3AIRIE CASCADE WILLOW Salix x 'Prairie Cascade' 4.0 in B&B ORWAY PINE Pinus Resinosa 8.0 ft* B&B .ACK HILLS SPRUCE IfteaGlauca 8.0 ft* B&B is REFER TO PLANS FO SPECI FIC TREE HEIGHTS TSY 33 SS 20 NFS 43 TOTAL 96 tUTON SPREADING YEW Taxus media 'Tountonii' 24" Spread POT JOWMOUND SPIREA Spiarea nipponica 'Snowmound' 24" High POT EON FLASH SPIREA Spiarea nipponica 'Neon Flash' 24" High POT TREE DE1 NIL \ eut misdirected branches enders intact and staking Is optional: •'/1i■I� �1�I�i LLJ / —1 Lij / Cl) Li I � I I I 1 EVERGREEN TREE DETAIL ,f stakes 5' above ground (max.) or to Bret branch. m of stake 3' (min.) below ground 1g posts to be VX2' stained wood or painted delineator past& 3 poets equidistant around and outside root ball. w tree to posts with 16' long polypropylene or thylene, 40 mil, 1 1/2' wide strap. wrapping is called for. wrap from line upward to first branches 4' depth of specified mulch over As — do not pile against trunk plant pit with specified backfill soil sides and bottom of hole to American Standard for Nursery Stock limum ball size. S' deep watering basin of ball on undisturbed subsoil or compacted soil mound matching trees natural groundline with finished site grade out misdirected branches eadere Intact 4' depth of specified mulch over As — do not pile against trunk plant pit with specified backfill soil sides and bottom of hole :o American Standard for Nursery Stock ilmum ball size. S' deep watering basin >t ball on undisturbed subsoll or compacted soil mound matching trees natural groundline with finished site grade / `\\ PLANTING NOTES Zy.�� \ V \ \ \ CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE N BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE _ INITIAL PLANTING. REPLACEMENT PLANT MATERIALS SHALL ALSO HAVE A ONE YEAR GUARANTEE �tl COMMENCING UPON PLANTING. 8a.� + ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA—GROWN AND/OR HARDY. SPECIMEN GRADE SHALL . ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: . ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 60.1-1990) REQUIREMENTS FOR C; SIZE AND TYPE SPECIFIED. PLANTS TO BE INSTALLED AS PER STANDARD ANSI PLANTING PRACTICES. 2\� QG USE MINIMUM 12" LOAM PLANTING SOIL ON TREES AND 6" ON SHRUBS (SIDES AND BOTTOM OF HOLE). VC `mil BACKFILL SOIL TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THEN ONE INCH, �, ■ SUBSOIL DEBRIS, AND LARGE WEEDS. �\ CONTRACTOR SHALL VERIFY LOCATIONS WITH ALL UTILITIES PRIOR TO INSTALLATION OF PLANTS. �Q�� STAKING OF TREES OPTIONAL; REPOSITION IF NOT PLUMB AFTER ONE YEAR. WRAP ALL SMOOTH —BARKED TREES — FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART /\ PEAT POTS. 14% - I� PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL —IN MATERIALS IF NECESSARY; TEMPORARY ONLY. ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED: SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX. ALL SOD AREAS SHALL BE PREPARED WITH 4" OF TOPSOIL AND RAKED TO REMOVE DEBRIS AP D ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. \� ALL SHRUB PLANTING BEDS (WITHIN SODDED AREAS) SHALL HAVE WEED BARRIER FABRIC, 4" OF SHREDDED HARDWOOD BARK c L1 tAt MULCH AND VALLEY —MEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMCOTH CURVES \ L`\CORNER OF Tt iE S 1/40F T' MULCH TO MATCH EXISTING CONDITIONS (WERE AND TLEAST 3' FROM ECENTERS OF GAPPLICABLE). UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. ~ \\ \ ALL PERENNIAL BEDS AND ORNAMENTAL GRASS BEDS SHALL HAVE WEED BARRIER FABRIC, 2" OF SHREDDED HARDWOOD BARK MULCH AND VALEY—VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH CURVES. \ \ UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SHREDDED HARDWOOD BARK MULCH 4" DEEP SHALL BE PROVIDED IN ALL PLANTING BEDS ADJACENT TO SIDEWALKS AND \ \�\\\\\ ♦ DRIVEWAYS. \ \ \ It t~ \ \\ CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" (651-454-0002 OR 800-252-1166) TO VERIFY LOCATIONS OF ALL \ \ \ UNDERGROUND UTILITIES. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. \\ \\ NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPETED IN THE IMMEDIATE AREA. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. v ",Lis \\ \ I PROVIDE IRRIGATION TO ALL PLANTED/SODDED AREAS ON SITE IRRIGATION WILL BE DESIGN UILD BY LANDSCAP CONTRACTOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM GENERAL CONTRACTOR. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE \ & DISTURBED DURING CONSTRUCTION. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. } jLl/ �w s10 C ANK�T \ \ � v v 3 v� ��'� �,�l� I I I I � i 1k � ( � i 1 t f/ `�'��,•-��i r 4 A /� V \��v_ l i I I A AV V At \\ \\ \\ ''i'.� x, LEGEND TOPOGRAPHIC INDEX CONTOUR TOPOGRAPHIC CONTOUR EDGE OF WETLAND POND NORMAL WATER LEVEL PROPOSED EXISTING Civil Engineering 9109 w 23rd sit SLP, MN 55426 (612) 770-4645 REVISION LOG: 2111/13 - DRAFT CITY SUBMITTAL 3/4/13 -24 UNIT REVISION 3/19/13 - 24 UNIT FOOTPRINT SHIFUCITY SUBMITTAL 5113113 - SITE SURVEY REVISIONS 6113113 - GRADING REVISIONSISETBACK ADDITIONS nE)K construction inc. Z Z O w W Cn Z z_ W 2 LU a Z W a Q o 0 Z x U of z Z a Z Q Z Q = Q N U c=i r2 L 1 mO © "4=— Plon 8cop II 0 FLOOR PLAN 3/32"=V-0" 9 4 Y w r- s I I reby certify this plan, specification o eport was prepared by me or under rr direct supervision and that I am a d ✓ Licensed Architect under the laws o he state of Minnesota. i 6 Z O w ■ U) W Q F- W L OU) C V¢ L _O Q ZU W W C U) O 0 Al a d O O J LL P��©�signgroup (2011)� 0� �I ELEVATION 1/8"= V-0" NORTH 1 /8"=1'-0" WEST ELEVATION 1'-0" WEST ELEVATION 1/8"=1'-u" it 00 r14 qr Ln Ln 0 Ln LU .z hereby certify this plan, specification r report was prepared by me or under iy direct supervision and that I am a my Licensed Architect under the laws f the state of Minnesota. X >XX XX XXX X X ui Li r z o 0 rn w Cn of d Of 0 U) U) W Z O Q �- U LLJ > SOU) LU Lu z �z5 O J W LL nN0 � X Lu A2 10 292 design group (2011) �I�, Z.' to t -? � a4--N Y..,t 1 114,11 13_08 CITY OF CHANBAS3EN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952227.1110 Building Inspections Phone:952.2271180 Fax:952.227.1190 Engineering Phone: 952.227.1160 Fax:952.227.1170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax: 952227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax:952,227.1310 Senior Center Phone: 952.227.1125 Fax:952.227.1110 Web site www.ci.chanhassen.mn.us August 14, 2013 Mr. David Pokomey Community Asset Development Group 1403 Valley View Road Chaska, MN 55318 Re: Bluff Creek Cottages — Planning Case 2013-08 Dear Mr. Pokomey: This letter is to formally notify you that on August 12, 2013, the Chanhassen City Council adopted the following four motions: 1. REZONING Planning Case #2013-08 to rezone 8.9 acres of property zoned A2, Agricultural Estate District, to R-8, Mixed Medium -Density Residential for Bluff Creek Cottages contingent upon site plan approval, as shown in plans dated received June 14, 2013, and adoption of the Findings of Fact. 2. CONDITIONAL USE PERMIT The conditional use permit for Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 14, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 2. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 3. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 4. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 5. The applicant must apply for and receive a NPDES construction permit prior to any earth -disturbing activity. 6. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. Chanhassen is a Community for Life • Providing for Today and Planning for Tomorrow SCANNED Mr. David Pokorney Bluff Creek Cottages — Planning Case 2013-08 August 14, 2013 Page 2 7. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 8. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 9. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 10. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 11. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 12. The geotextile fabric shall have a permittivity value of 0.5 or higher. 13. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 14. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 15. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 16. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 17. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 18. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 19. The bioretention feature shall be designed such that it drains within 48 hours. 20. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. Mr. David Pokomey Bluff Creek Cottages — Planning Case 2013-08 August 14, 2013 Page 3 21. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 22. The applicant is responsible for all other permits and approvals. 3. SITE PLAN APPROVAL The site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. Add one hydrant at the intersection of Pioneer Trail and the entrance road. 2. In addition to 12-inch address numbers on the building, address numbers will be required at driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A PIV, Post indicator valve will be required. 4. Yellow painted curbing and "No Parking Fire Lane" signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Mr. David Pokomey Bluff Creek Cottages — Planning Case 2013-08 August 14, 2013 Page 4 Planning Conditions: 1. All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: 1. Park fees in the amount of $12,000 shall be collected as part of the site plan permit. Engineering Conditions: 1. An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. Mr. David Pokomey Bluff Creek Cottages — Planning Case 2013-08 August 14, 2013 Page 5 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 7. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the corners of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. Mr. David Pokorney Bluff Creek Cottages — Planning Case 2013-08 August 14, 2013 Page 6 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from ibis buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive percussion from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. Mr. David Pokomey Bluff Creek Cottages — Planning Case 2013-08 August 14, 2013 Page 7 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: 1. The applicant shall work with staff on minor plan modifications." Site Plan Agreements must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. If you have any questions, please call me at (952) 227-1134 or e-mail me at saliaff(R)ci.chanhassen.mn.us. Sincerely, Sharmeen AI-Jaff Senior Planner c: John Klingelhutz cc: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Todd Hoffman, Park & Recreation Director Alyson Fauske, Assistant City Engineer Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official g:\plan\2013 planning mm\2013-08 bluff creek wttagmV=bmittal6-14-13\appmval leaffAm 1700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax:952.227.1110 Building Inspections Phone:952.227.1180 Fax:952.227.1190 Engineering Phone:952.227.1160 Fax:952.227.1170 Finance Phone:952.227.1140 Fax:952.227.1110 Park & Recreation Phone:952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.227.1404 Planning & Natural Resources Phone:952.227.1130 Fax:952.227.1110 Public Works 7901 Park Place Phone:952.227.1300 Fax:952.227.1310 Senior Center Phone: 952.227.1125 Fax:952.22T1110 Web Site www.ci.chanhassen.mn.us -Z= MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: August 12, 2013 a l SUBJ: Rezoning, Site Plan Approval and Conditional Use Permit for construction of a Continuing Care Retirement Facility; and Resolution Removing Property from the Rural Service District Bluff Creek Cottages -Planning Case #2013-08 PROPOSED MOTION "The Chanhassen City Council approves Rezoning of property from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site Plan Approval for construction of a Continuing Cate Retirement Facility (Bluff Creek Cottages), Conditional Use Permit to allow development within the Bluff Creek Overlay District, and a Resolution removing property from the Rural Service District, subject to the conditions of approval and adoption of the attached Findings of Fact." City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The developer is requesting a Rezoning from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Conditional Use Permit to allow development within the Bluff Creek Overlay District; Site Plan approval for the construction of a continuing care retirement facility, and a Resolution removing property from the Rural Service District. The site is located north of Pioneer Trail and west of Bluff Creek Boulevard. Access to the site will be gained off of Pioneer Trail. The site is zoned Agricultural Estate District. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on July 16, 2013 to review the proposed development. The Planning Commission voted unanimously to recommend approval of the project. The July 16, 2013 Planning Commission minutes are in the Consent Agenda portion of the City Council packet. Two concerns were raised by neighbors who attended the Planning Commission meeting: Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Bluff Creek Cottages — Planning Case 2013-08 August 12, 2013 Page 2 of 3 Concern: The creek running along the east side of the property creates a barrier for connecting to the City of Chanhassen's sanitary sewer system. The proposed sanitary sewer service for this property will connect to the City of Chaska's sanitary sewer system. The City of Chaska is agreeable to the proposed connection, but must approve the sewer plans. The residents of the neighborhood to the east questioned the capacity of the existing sewer system. Response: The City of Chaska will hire a consultant to confirm the capacity of the system. The developer will be responsible for paying the City of Chaska for these consulting services. Approval of this application is contingent upon the City of Chaska approving this connection. Concern: The view from the homes located in the City of Chaska, east of the subject site. Response: Staff directed the applicant to provide a cross section of the westerly elevation of the building. The first floor of the home is at an elevation of 913 and is 32 feet high. The subject building is situated at an elevation of 913 and is 35 feet high. Existing vegetation will provide screening during the spring and summer months. The site will be more visible during the winter months. The separation between the closest structure and the proposed building is 300 feet. Todd Gerhardt Bluff Creek Cottages — Planning Case 2013-08 August 12, 2013 Page 3 of 3 RECOMMENDATION Staff recommends approval of a Rezoning of property from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site Plan Approval for construction of a Continuing Care Retirement Facility (Bluff Creek Cottages), Conditional Use Permit to allow development within the Bluff Creek Overlay District, and Resolution removing property from the Rural Service District, subject to the conditions of approval and adoption of the attached Findings of Fact. ATTACHMENTS 1. Resolution. 2. Staff Report Dated July 16, 2013. g:\plan\2013 planning cases\2013-08 bluff creek conags\resubmittal 6-14-Mexecutive summary.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 12, 2013 RESOLUTION NO: 2013- MOTION BY: SECONDED BY: A RESOLUTION REMOVING PROPERTY FROM THE RURAL SERVICE DISTRICT WHEREAS, the City of Chanhassen has established rural and urban service districts; and WHEREAS, property within the Metropolitan Urban Services Area is, or can be, served by sewer and water service; and WHEREAS, the City of Chanhassen must determine this property which shall be located within the rural service district; and WHEREAS, property that has received approval from the City for development purposes may no longer be considered rural. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby specifies the property in Exhibit 1 be removed from the Rural Service District. Passed and adopted by the Chanhassen City Council this 12`s day of August, 2013. ATTEST: Todd Gerhardt, City Manager Thomas A. Furlong, Mayor YES NO ABSENT g:\plan\2013 planning cases\2013-08 bluff creek cottages\resubmittal 6-14-13\rural service district resolution.doc EXHIBIT 1 LIST OF PROPERTIES TO REMOVE FROM THE RURAL SERVICE DISTRICT August 12, 2013 PID Number Owner 25-0270400 BLUFF CREEK SENIOR HOUSING LLC PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site Plan Approval for construction of a Continuing Care Retirement Facility (Bluff Creek Cottages), Conditional Use Permit to allow development within the Bluff Creek Overlay District, subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Rezoning of 8.9 acres of property b�p from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site y� Plan Approval for construction of a Continuing Care Retirement Facility (Bluff Creek Cottages), and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: North of Pioneer Trail and west of Bluff Creek Boulevard. APPLICANT: Community Asset Development Group John Klingelhutz 1403 Valley View Road 1560 Bluff Creek Drive Chaska, MN 55318 Chaska, MN 55318 Mr. David Pokomey Phone: 952-448 4444 davenokornevna.janail.com PRESENT ZONING: Agricultural Estate District (A-2) 2030 LAND USE PLAN: Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 8.9 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City has a relatively high level of discretion in approving rezonings because the City is acting in its legislative or policy - making capacity. The rezoning must be consistent with the City's Comprehensive Plan. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. SCANNED Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 2 of 23 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 request consists of multiple applications to facilitate the construction of a continuing care retirement facility (Bluff Creek Cottages). The request includes a Rezoning from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Conditional Use Permit to allow development within the Bluff Creek Overlay District; and Site Plan approval for the construction of a continuing care retirement facility. The site is located north of Pioneer Trail and west of Bluff Creek Boulevard. Access to the site will be gained off of Pioneer Trail. The site is zoned Agricultural Estate District. The following is a summary of the requests: 1. Rezoning: The first request is to rezone the property from Agricultural Estate District to Mixed Medium Density Residential District. 2. Conditional Use Permit: The second request is for a Conditional Use Permit to allow development within the Bluff Creek Overlay District. A tributary to Bluff Creek runs along the northeastern portion of the site. The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek primary zone. The applicant is requesting a conditional use permit to allow development next to the primary zone. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 3 of 23 3. Site Plan: The final request is for a site plan to construct a 13,700 square -foot, one-story, 24-bed continuing care retirement facility. The total permitted site coverage is 35 percent. The proposed development has a total hard coverage area of 8.9%. The design of the building is attractive and is proposed to be constructed of high -quality materials. They include Cultured Stone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping and the building. A trail extends along the southeast portion of the site. The applicant will extend a sidewalk from the building to the trail to separate pedestrian from vehicular traffic. Access to the site is provided via a curb cut off of Pioneer Trail. Any work within the right-of-way will require approval of the jurisdictional agency. Staff regards the project as a well -designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the rezoning, subdivision and site plan with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article )UV, Division 2, "R-8" Mixed Medium Density Residential District Chapter 20, Article XXHI, Division 9, Design Standards for Multifamily Developments Chapter 20, Article XXXI, Bluff Creek Overlay District This parcel is constrained by the Bluff Creek Overlay district, steep slopes and bluffs, wetlands and shoreland overlay district. The applicant is requesting that the area be rezoned mixed medium density residential and that a conditional use permit be granted for development within the Bluff Creek Overlay District. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 4 of 23 The Land Use Plan designates the area that is north of Pioneer Trail and west of Bluff Creek Drive as Residential Medium Density. This category has been established to accommodate a medium -density residential development. The medium density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi -family dwellings, but would also permit the development of the continuing care retirement facility. SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in turn leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 8.9%. The design of the building is attractive and is proposed to be constructed of high -quality materials. They include Cultured Stone at the entry and paneling as the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. A sidewalk is proposed to be extended along the south edge of the parking lot and access driveway to connect with an existing trail along Pioneer Trail. It will separate pedestrian from vehicular traffic. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. The added landscaping and boulevard trees will provide a calming effect to a busy area. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 5 of 23 The site plan request is for a 13,700 square -foot, one-story, 24-bed continuing care retirement facility. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. The following applies to the continuing care retirement facilities: (1) The facility shall maintain state licensing. (2) The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. (3) The facility shall be connected to municipal services. (4) The facility shall be of residential style and character with a maximum structure height of 35 feet. (5) Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. (6) One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. (7) The facility shall be located in a medium or high -density district with a gross density not exceeding 16 beds per acre. (8) Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The site will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one-story appearance and most of the parking is located northeast of the building. The building has a capacity of 24 individuals and will require 3 employees on the major shift. This will translate to 11 parking spaces. The applicant is providing 15 spaces. The access to the site will be via Pioneer Trail. LIGHTING/SIGNAGE The applicant prepared a lighting photometrics plan. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. The applicant has not shown any signs on the site. One monument sign shall be permitted on the site. The size of the sign may not exceed 24 square feet nor be higher than 5 feet. The sign shall be set back a minimum of 10 feet from the property line. The sign must comply with the sign ordinance. The letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. PARIGNG City code requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building has a capacity for 24 individuals which Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 6 of 23 translates to 8 parking spaces. The major shift will have 3 employees. The total number of parking spaces required is 11. The applicant is providing 15 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has a pronounced entrance. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of Cultured Stone and siding. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Design The maximum building height permitted is three stories. The building meets the ordinance requirement. The roofline is staggered, adding articulation to the design of the building. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loading Areas, Refuse Areas, etc. The trash enclosure has not been shown on the plans. The structure must be hidden from views and utilize the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 7 of 23 SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of 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; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; c. 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 d. 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. (6) Protection of 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: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 8 of 23 Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. The applicant is proposing to rezone the property from A2, Agricultural Estate District, to R8, Mixed Residential Medium Density District. The area to the north is occupied by the Liberty at Bluff Creek townhouse development. The area to the northeast of the subject site is occupied by single-family homes and is guided Residential Low Density, and the area to the southwest contains a single-family home and is located in the City of Chaska. Pioneer 'ass Park A NORTH SOUTH EAST WEST DEVELOPMENT Liberty at Bluff City of Chaska/Shadow Liberty at Bluff Open Space Creek Wood Creek LAND USE Residential Residential Low Residential Parks and Open Medium Density Density Medium Density Space PUD-R Planned PUD-R Planned Unit Single Family Residential Low Unit ZONING Development District and Medium and Development Residential District Residential District District The 2030 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD-R. The use consists of a single building with 24 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.). The R-8 District is the only residential zoning district that permits this type of development. This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 9 of 23 CONDITIONAL USE PERMIT A tributary to Bluff Creek transects the northern portion of this property. For this reason a portion of the property lies within the Shoreland Overlay District and the Bluff Creek Overlay District. In discussions with the applicant, they have no intention of developing farther north toward Bluff Creek and have suggested donating this area to the City. This would connect two city -owned parcels and would go towards the goal of a continuous greenway. The applicant's proposed development is consistent with the Bluff Creek Overlay District management goals and the TMDL study. A 40-foot setback is required from the Bluff Creek Primary Zone boundary. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. CONDITIONAL USE PERMIT FINDINGS In evaluating a conditional use permit, the city should consider the developer's compliance with the following: 1. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. 2. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. 3. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. 4. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. 5. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. 6. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. 7. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 10 of 23 8. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 9. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. 10. The proposed development will be aesthetically compatible with the area. 11. The proposed development will not depreciate surrounding property values. 12. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. COMPLIANCE TABLE Ordinance Requirements (R-8) Proposed Lot Area 3 acres 8.9 acres Frontage 150 feet 246 feet Depth 150 feet 626 feet Lot Coverage 35% 8.9% Building Height one story (21 feet) Principal three stories (35 feet) Accessory one story NA Building Setbacks Front yard 25 feet Approx. 80 feet Rear yard 25 feet Approx. 322 feet Side yard 10 feet Approx.144 feet (south property line Bluff Creek Primary 40 feet 62 feet Wetland Buffer 16 feet buffer setback 40 feet Buffer 16.5 feet buffer setback 82 feet Parking Requirements Stalls 1 /3 space per bed = 8 1 per employee largest shift = 3 Total = 11 15 Front yard 25 feet 100 feet Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 11 of 23 GRADING AND DRAINAGE This site is bordered to the northeast by Bluff Creek and to the southwest by a wetland. The existing grading directs stormwater on the southwest part of the site to the wetland and directs stormwater on the north part of the site to the creek. Stormwater on the southeast part of the site (within MnDOT right-of-way) flows into the Pioneer Trail ditch system. The proposed grading plan would create a stormwater pond northwest of the proposed building. This pond would collect the stormwater runoff from the parking lot and the outdoor space adjacent to the building. The overflow will drain to the wetland in the southwest area of the property. The proposed grading plan includes an infiltration basin. The stormwater from the ground between the infiltration basin and the driveway will drain to the basin and will overflow into the wetland in the southwest area of the property. The lower half of the driveway and the ground adjacent to the driveway will drain onto Pioneer Trail. The site is 8.9 acres in area and appears to have close to one acre of disturbed area. The drainage map associated with the HydroCAD model indicates that over 1.5 acres will be disturbed. This means that the development will require an NPDES construction permit. The City shall be provided confirmation of the permit and a Surface Water Pollution Prevention Plan (SWPPP) must be prepared and submitted to the City for review and comment prior to any earth -disturbing activities. In addition to the submittal of the SWPPP and the required elements under the NPDES construction permit, the plan set must be consistent with Chapter 19 of Chanhassen City Code. The following comments relate to the grading/erosion control plan (Sheet C3.0). The inclusion of a bioretention feature is consistent with the desire to reduce volume discharging to Bluff Creek. It is important that a detailed plan is prepared and submitted showing how the feature will be protected from construction traffic and sedimentation while the remainder of the site is being constructed. The bioretention area must remain undisturbed until the remainder of the site is graded. Upon construction of the area, only light equipment should be used in the infiltration area and perimeter control measures shall be erected around the bioretention feature. These shall remain in place until the contributing area is stabilized. All details pertaining to erosion prevention and sediment control shall be from the city's detail plates unless otherwise approved. In no case may wooden posts be used. The placement of silt fence shall be moved to include all graded areas, and inlet protection shall be provided at the existing catch basins on Pioneer Trail downstream of the site and on all proposed catch basins until the site has been stabilized. The curb cut swale to the pond shall be stabilized as addressed in the section entitled "Surface Water Management". The plans must be signed by a registered engineer. An existing topography plan sheet must be included in the plan set. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 12 of 23 The plans must show the elevations at the corners of the proposed building. The grading at the east corner of the building must be adjusted so that water will flow away from the building. The grading plans must be amended so that no slopes exceed 3:1. The plans must identify any stockpile areas that will be used during construction. RETAINING WALLS One 4-foot high retaining wall is proposed between the east comer of the building and the driveway. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. The retaining walls will be privately owned and maintained. All retaining walls over 6 feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. DRIVEWAY AND PARKING LOT The developer proposes a 24-foot wide, 500-foot long driveway that leads to a parking lot with 14, 90-degree stalls and a turnaround for emergency vehicles. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. The parking lot aisle must be 26 feet wide. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. UTILITIES The creek running along the east side of the property creates a barrier for connecting to the City of Chanhassen's sanitary sewer system. The proposed sanitary sewer service for this property will connect to the City of Chaska's sanitary sewer system. The City of Chaska is agreeable to the proposed connection, but must approve the sewer plans. Although the downstream facility has sufficient capacity for the proposed building, any additional sanitary sewer capacity needed for this site in the future cannot be accommodated by this connection. The developer's engineer must show the detailed lift station design and location in the plans. The sanitary sewer will be privately owned and maintained. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 13 of 23 The watermain service for this property will run parallel to Pioneer Trail and connect to the City of Chanhassen's water system at Bluff Creek Boulevard. The connection to Chanhassen's watermain system must be shown in the plan. The proposed watermain will be privately owned and maintained. The watermain that is parallel to Pioneer Trail must be 8 inches to accommodate fire flows. The developer's engineer shall model fire flows to the development to ensure the watermain pipe size is adequate. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. The proposed sewer and water connections he within Carver County right-of-way. The developer must acquire the appropriate permits for utility installation. ASSESSMENTS This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Changing the zoning for this property will cause the assessments to come due. An assessment for Bluff Creek Boulevard improvements with a principal of $7,918.72 was deferred and has been accruing interest at 6% since 2008. As of July 9, 2013, the assessment amount was $11,005.42. Assessment for TH 212 improvements with a principal of $11,790.06 was deferred and has been accruing interest at 6% since 2006. As of July 9, 2013, the assessment amount was $16,494.30. Water and sewer hunk and hook-up fees are to be collected with the development contract. Both the sewer and water hook-up fee will be assessed at the rate for the City of Chanhassen in effect at that time. The developer will need to apply for a no -fee plumbing permit from the City of Chaska before connecting their sanitary service. EASEMENTS MnDOT right-of-way separates the Bluff Creek Cottages property from Pioneer Trail (County Road 14). An access agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail. An encroachment agreement must be obtained from MnDOT and Carver County to allow construction of private utilities in the right-of-way. Ten -foot wide drainage and utility easements are required over all public utilities. WETLANDS There are two wetland basins located on the property. Currently, no delineation has been submitted or approved for either basin. Given the distance between the proposed improvements and the likely wetland boundaries, it is not imperative that a delineation be performed on the basins. However, for the purposes of establishing buffers and setbacks, an elevation shall be established and agreed to by the city which will approximate the extent of the wetland. The plan set must clearly indicate that these wetlands are not delineated in accordance with 1987 US Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 14 of 23 Army Corps of Engineers Wetland Delineation Manual. Any future expansion of grading activities and/or construction area will require that the wetlands are delineated in a manner consistent with the accepted practice of wetland determination and delineation. The more westerly basin is located within both Chanhassen and the City of Chaska. The invert elevation for the outlet from this basin is set at 893.62'. Given bounce and capillary movement of water within the soils, the boundary shall be assumed to be at 894' and the buffer and setback shall be from this contour. The plan sheets must be amended to reflect this. The drainage and utility easement must be recorded against the property and must include the wetland and the buffer or these areas shall be dedicated to the city. Further, the plans must show the proposed location of the wetland buffer monuments and these monuments must be installed prior to the release of the final plat. A vegetation management plan will be required for any disturbed buffer area or any buffer that is unacceptable as described in section 20-142 of city code. SHORELAND OVERLAY AND BLUFF CREEK OVERLAY DISTRICTS Bluff Creek transects the northern portion of this property. For this reason a portion of the property lies within the Shoreland Overlay District and the Bluff Creek Overlay District. Bluff Creek is impaired for turbidity and for fish indices of biological integrity (IBI). The Total Maximum Daily Load study and Stressor Identification Report both indicate that flow volumes contribute to both impairments. The Bluff Creek Corridor Feasibility report identifies the acquisition and preservation of a continuous greenway corridor from the headwaters near Minnewashta Park to the Minnesota River. In discussions with the applicant, they have no intention of developing further north toward Bluff Creek and have suggested donating this area to the city. This would connect two city -owned parcels and would go towards the goal of a continuous greenway. The proposed development is consistent with the Bluff Creek Overlay District management goals and the TMDL study. SURFACE WATER MANAGEMENT Two stormwater management features are being proposed. The retention pond is to receive drainage from the parking area and the building through a 4- foot curb cut in the parking lot. It has been staff s experience that these swales are prone to erosion problems. The model should be modified to indicate the discharge velocity at the curb cut. If it exceeds three (3) cfs the water should be piped to the pond. This is the preferred method of conveyance. The rip rap should be extended all the way to the normal water level of 905.0 and the geotextile should have a high permittivity rating. Because of the long-term maintenance issues associated with this inlet, it shall be the property owner's responsibility to maintain this inlet and an operations and maintenance manual shall be developed and submitted to the city for review and records. This O&M shall include the biofiltration feature as well. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 15 of 23 The outfall for the pond shall be pulled back toward the pond so that it is far enough removed from the 894' contour such that no part of the rip rap needs to extend into the wetland area. If practicable to do so from an engineering standpoint, it should discharge before reaching the buffer area. The other stormwater management feature is a bioretention basin located south of the building. A detailed construction plan must be developed and provided to the city for review and comment. This plan shall be consistent with the Minnesota Stormwater Manual "Design criteria for bioretention". A percolation test using an infiltrometer such as a double ring or modified Philip Dunne shall be provided for determining infiltration rates. Currently the model assumes am infiltration rate of 0.37 inches/hour. This exceeds the design infiltration rates for B soil groups, as found in the MN Stormwater manual, by nearly 20%. This is even more problematic as it appears likely that a portion of the feature overlies a soil unit with a `C' classification. The model shall be amended to reflect the results of the soil borings and infiltrometer tests. Soil borings have not been provided. These are necessary to have reasonable assurance that three feet of separation exists between the bottom of the basin and the highest known ground water level. Pretreatment is required before discharging into the bioretention feature. This can be done with a forebay, a grass swale or a sump manhole. The plan must be amended to include the proposed pretreatment method. Soils shall be amended within the feature as indicted in the MN Stormwater Manual. An underdrain system is highly recommended. The feature shall be designed to draw down in 48 hours time. A detailed vegetation management plan shall be developed and submitted. This plan should include a plant schedule and anticipated annual maintenance. It may be included as part of the operations and maintenance manual. The final 150 feet of the entrance will not be captured and treated on -site but will instead run into Pioneer Trail. The applicant must receive approval from Carver County for this condition. It is also likely that during larger events, additional runoff will enter Pioneer Trail as a result of blow by as the catch basins cannot accommodate the runoff. The applicant shall provide a spread and run calculation for the proposed catch basin configuration. LANDSCAPING Minimum requirements for landscaping include 696 square feet of landscaped area around the parking lot, one landscape island or peninsula, two trees for the parking lot, and bufferyard plantings along the property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 16 of 23 Required Proposed Vehicular use landscape area 696 s . ft. >696 s . ft. Trees/parkingTrees/parking lot 2 trees 2 trees Islands or peninsulas/parking lot 1 islands/peninsulas 1 islands/peninsulas Applicant meets minimum requirements for trees and landscaping in the parking lot area. Buffe and Requirements Required plantings Proposed plantings 4 Overstory trees 4 Overstory trees Bufferyard A — west prop. Line, 480' 4 Understory trees 12 Understory trees 8 Shrubs Existing vegetation I Overstory trees Existing vegetation and Bufferyard A — north prop. Line, 1 Understory trees distance meet buffer 2 Shrubs requirements 4 Overstory trees 1 Overstory trees Bufferyard A — east prop. Line, 400' 4 Understory trees 9 Understory trees 8 Shrubs 26 Shrubs Existing wooded area 1 Overstory trees 3 Overstory trees Bufferyard A — south prop. Line, 140' 1 Understory trees 2 Understory trees 2 Shrubs 12 Shrubs The applicant meets minimum requirements for bufferyard plantings. The applicant does not show foundation plantings around the exterior footprint of the building. City ordinance requires that foundation plantings be included in order to improve the appearance of a structure. The applicant shall revise the landscape plan to include a mix of plantings, such as perennials and shrubs, around the footprint of the building. PARKS The plans show sidewalks that connect to City trails. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force. The site is subject to a payment of $12,000 in park dedication fees (24 beds X $500 per bed). RECOMMENDATION Staff recommends approval of the Bluff Creek Cottages subject to the conditions of approval. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 17 of 23 l LltL "Planning Case #2013-08 to rezone 8.9 acres of property zoned A2, Agricultural Estate District, to R-8, Mixed Medium -Density Residential for Beehive Home Subdivision contingent upon site plan approval, as shown in plans dated received June 14, 2013, and adoption of the Findings of Fact." B. CONDITIONAL USE PERMIT "The conditional use permit for Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 14, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 2. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 3. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 4. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 5. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 6. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 7. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 8. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 9. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 10. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 18 of 23 11. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 12. The geotextile fabric shall have a permittivity value of 0.5 or higher. 13. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 14. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 15. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 16. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 17. A detailed plan for the bioretention feature, including phasing soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 18. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 19. The bioretention feature shall be designed such that it drains within 48 hours. 20. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 21. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 22. The applicant is responsible for all other permits and approvals." C. SITE PLAN APPROVAL "The site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 19 of 23 Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. Add one hydrant at the intersection of Pioneer Trail and the entrance road. 2. In addition to 12-inch address numbers on the building, address numbers will be required at driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A PIV, Post indicator valve will be required. 4. Yellow painted curbing and "No Parking Fire Lane' signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Planning Conditions: 1. All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 20 of 23 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: 1. Park fees in the amount of $12,000 shall be collected as part of the site plan permit. En 'npa eerine Conditions: 1. An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 7. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 21 of 23 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the comers of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the `outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, raikoad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 22 of 23 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 23 of 23 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: 1. The applicant shall work with staff on minor plan modifications. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy of Plans dated "Received June 14, 2013". 4. Public Hearing Notice and Affidavit of Mailing. g:\plan\2013 planning cases\2013-08 bluff creek couage \mubminal 6-1413\suff neport.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION 11► 933 Application of Community Asset Development Group and John Klingelhutz to Rezone approximately 8.9 acres from Agricultural Estate (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review for a Continuing Care Retirement Facility (Bluff Creek Cottages); and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. On July 16, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Community Asset Development Group and John Klingelhutz to rezone approximately 8.9 acres from Agricultural Estate (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review for a 13,700 square -foot Continuing Care Retirement Facility (Bluff Creek Cottages); and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. The Planning Commission conducted a public hearing on the proposed rezoning 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 The property is currently zoned Agricultural Estate District, A-2. 2. The property is guided in the Land Use Plan for Residential Medium Density. The legal description of the property is as follows: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Site Plan Review a) The proposed site plan is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed development is consistent with the site plan review requirements of city code; c) The proposed site plan preserves the site in its natural state to the extent practicable by minimizing tree and soil removal, preserving as permanent open space the land within the Bluff Creek primary zone and designing the site in keeping with the general appearance of the area; d) The proposed site plan creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed site plan creates a functional and harmonious design for structures and site features, with special attention to the following: 2 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed site plan protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Conditional Use Permit: a. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. 7. The planning report #2013-08 dated July 16, 2013, prepared by Sharmeen Al-Jaff et al is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Rezoning, Site Plan Review and the Conditional Use Permit. ADOPTED by the Chanhassen Planning Commission this 16th day of July, 2013. CHANHASSEN PLANNING COMMISSION F:W Its Chairman pg:\plan\2013 planning cases\2013-08 bluff creek cottages ubmittal 6-14-13\findings of factAm FINAL PLANS FOR Site, Grading, Drainage, Utility and Landscaping FOR CHANHASSEN SENIOR HOUSING IN CHANHASSEN, MN SITE LOCATION MAP 9� j eH.r�wyw.. NTS SHEETINDEX 5/13/2013 C1.0 COVER SHEET 5=13 BOUNDARY SURVEY,.....n.w., 5/13/2013 C2.0 SITE PLAN 5113/2013 G3.0 GRADINGIEROSION CONTROL PLAN Q 5/13NO13 C3.1 HYDROLOGY INFORMATION (� 3MR2013 C3.2 SWPPP NOTES 6/13/4013 C4.0 UTILITY PLAN C5.0 CIVIL DETAILS 5/13/2013 5/13/2013 L1.0 LANDSCAPE PLAN J 3/182013 Al FLOOR PLAN Q 3/19/2013 A2 EXTERIOR ELEVATIONS - DRAWING INDEX LEGEND 01 - X1XX/201X X• SHEETTITLE•� CONTACT INFO: DEVELOPER / CONSTRUCTION CIVIL ENGINEER ARCHITECT CITY OF CHANHASSEN C 1 O DOK CONSTRUCTION BCE CONSULTING, LLC 292 DESIGN GROUP ENGINEERING DEPARTMENT JOHN KLINGLEHUTZ /TIM HEILAND STEVE BROYER, P.E. MARK S WENTZELL, AIA 952-227-1160 952-233-2728 612.7704645 763-533-3813 7 •� ! 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S3'Jtlyou 3Ld1119 Fitt.E� [9< 6.KS .�b3uivW SnpR3NMilF byiu.lic e'IITa3N91S34Z6Z �isaQZ6ZF' SNOIIVA313 UOIU31%3 { N � S39VLLOp 3 VOIN3S , 'a . 3133UO "mB MR 4 x* A 4�a ! 21 Co.R� 14 r1 ..i sommmop!1L�� M��i�3z7p}t3 el ` GoOSIC earth feet 1000 meters 400 A CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION CHESTNUT GROUP, LLC Contact: PhonKlisV. Email: johnla'D.ddkconstruction com Planning Case No. 3 —O CITY OF CHANHASSEN RECEIVED tIAR 15 2013 CHANHASSEN PLANNING DEPT Property Owner Name and Address: John Klinaelhutz rh@phascen MN Dknnn. Cow tcman: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment mo tional Use Permit (CUP) 01-L-A5 Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development XX $500 Rezoning i50o Sign Permits Sign Plan Review 1140 XXS*Plan Review (SPR)' Subdivision' SDO f�lb i>tc - loon Sc 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 — 20D xx (City to install and re e) X Escrow2PRO17r,81 ees/Attomey Cost' tab - S50 ACNAR/WAPWetes nds -S450 PA#IU5 cictl-4 TOTAL FEES $1,815 cwe Y50 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. '1 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. PROJECT NAME: BLUFF CREEK SENIOR HOUSING LOCATION: NORTHWEST CORNER OF PIONEER TRAIL AND BLUFF CREEK DRIVE LEGAL DESCRIPTION TOTAL ACREAGE: WETLANDS PRESENT: YES XX NO PRESENT ZONING: AGRICULTURAL ESTATE IAa� REQUESTED ZONING: RESIDENTIAL Mi XeCI PRESENT LAND USE DESIGNATION: RFSIDFNTIAI REQUESTED LAND USE DESIGNATION: RESIDENTIAL REASON FOR REQUEST: WE ARE PROPOSING TO ONSTR I T A SMALL SENIOR ASSIT D LIVING FACILITY THAT WILL BE FOCUSED ON INDIVUDUAISTHAT NEED MEMORY CARE. THE BUILDING WILL CONSIST OF FOR SITEZ EM REVIEW: NI Include MUM number of 61VEN T lures and new employees: This application must be completed in full and be typewritten or dearly 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 Tittle 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. COMMUNITY ASSET DEVELOPMENT GROUP 1403 Valley View Rd Chaska, Mn 55318 952-448-4444 3/10/2013 Kate Aanenson, Community Development Director City of Chanhassen 7700 Market Blvd Chanhassen MN 55317 Dear Ms. Aanenson, We represent the Chestnut Group that is proposing to construct a 24 unit senior memory care on the 8.2 acre parcel it owns off of Pioneer Trail. Because of wetland and bluffs the developable portion of the parcel is approximately 3.5 acres resulting in a density of 6.8 units per developable acre. The property is currently zoned residential and we are seeking a rezoning, conditional use permit and site plan approval to develop this facility. Enclosed are: 1. Location map 2. Site plan 3. Grading and utility plan 4. Landscape Plan 5. Hydraulic Report 6. Building floor plan 7. Building elevation 8. Set of building images Servicing this site with sanitary sewer is a challenge since the closest Chanhassen sanitary sewer is located to the north and would require the construction of a force main through the wooded ravine. Consequently, based on discussions with the City staff we have contacted the City of Chaska to explore the feasibility of connection to the City of Chaska utility system to the west. Based on those discussions, we believe that executing an agreement for service through Chaska is feasibly and we would pursue this option as a condition of site plan approval. After you have had a chance to review, please contact me at your convenience to review in greater detail. Thank you for your cooperation and we truly look forward to working with you on this exciting project. Call me with any questions at 952-448-4444 Since441� rely 4� David Pokorney Community Asset Development Group 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 July 3, 2013, 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 Bluff Creek Cottages — Planning Case 2013-08 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 day ofZ1ZLLQ 2013. .. i otary blic g KIM T. MEUWISSEN NotaryPublic-Minnesota My Commission Expires J- 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 16, 2013 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to Rezone 8.9 acres from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Proposal: Plan Review with Variances for the construction of a senior housing facility; and Conditional Use Permit to allow development within the Bluff Creek Overlay District Applicant: Community Asset Development Group Property North of Pioneer Trail and west of Bluff Creek Boulevard 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/2013-08. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(a)ci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any interested parry is Invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public heading, 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, July 16, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to Rezone 8.9 acres from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Proposal: Plan Review with Variances for the construction of a senior housing facility; and Conditional Use Permit to allow development within the Bluff Creek Overlay District Applicant: Community Asset Development Group Property North of Pioneer Trail and west of Bluff Creek Boulevard 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/2013-08. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(Mci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of 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/Industdal. • 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 ImIuded In the report, lease contact the Planning Staff person named on the notification. `.'>' «" - I rsena along one to V AVERY® 5160® i Use Avery® Template 51600 j Feed Paper expose Pop-up EdgeTM j ®, 1 ANITA L & RICHARD A LANG 1840 FREEDOM LN #205 CHANHASSEN MN 55317-4769 BARBARA DUDGEON 1840 FREEDOM LN #103 CHANHASSEN MN 55317-4663 BRENT A GORACZKOWSKI 2687 SHADOW WOOD CT CHASKA MN 55318-1106 CHASKA CITY 1 CITY HALL PLAZA CHASKA MN 55318-1962 COLLEEN M CAJIGAS 9630 INDEPENDENCE CIR #202 CHANHASSEN MN 55317-4693 DEBRA CHENOWETH 1829 FREEDOM LN CHANHASSEN MN 55317-4556 ERIC L & COLLEEN P CROWELL 2694 SHADOW WOOD CT CHASKA MN 55318-1106 GERALYN GRUSS 9680 WASHINGTON BLVD # 2 CHANHASSEN MN 55317-4655 JAMES D & SHEILA G ARMSTRONG 9661 INDEPENDENCE CIR CHANHASSEN MN 55317-4653 JAMES S & KRISTEN R VIPOND 2690 SHADOW WOOD CT CHASKA MN 55318-1106 ASHLEY GOEDERT 9657 INDEPENDENCE CIR CHANHASSEN MN 55317-4653 BENJAMIN R LURIE 9640 INDEPENDENCE CIR # 1 CHANHASSEN MN 55317-4695 BRUCE E & MARCINE A JABLONSKI 2661 SHADOW LN CHASKA MN 55318-1109 CHRISTOPHER J OWEN 2706 SHADOW WOOD CT CHASKA MN 55318-1106 DANIEL H & MOLLY ANN HUSCHKE 9645 INDEPENDENCE CIR CHANHASSEN MN 553174653 EDWARD J & DEBRA K WEST 1837 FREEDOM LN CHANHASSEN MN 55317-4556 FEDERAL HOME LOAN MTGE CORP 5000 PLANO PKWY CARROLLTON TX 75010-4900 ILEANA GABRIELLE TUDOR 9640 INDEPENDENCE CIR # 2 CHANHASSEN MN 55317-4695 JAMES J & VIRGINIA E O'BRIEN 9630 INDEPENDENCE CIR #203 CHANHASSEN MN 55317-4693 JAMESON M RITTER 1809 FREEDOM LN CHANHASSEN MN 55317-4556 AUDREY ELIZABETH TALKINGTON PO BOX 881 CHANHASSEN MN 55317-0881 BERNARD E & PATRICIA A PEROZ 175 SE SAINT LUCIE BLVD #671 STUART FL 34996-4765 CARVER CO 55318 2729 TRUST 150 PIONEER TRL # 163 CHASKA MN 55318-1167 CHRISTOPHER JOHN WOODROW 9660 WASHINGTON BLVD #4 CHANHASSEN MN 553174657 DEBBIE R DRESSEN 9640 INDEPENDENCE CIR #4 UNIT CHANHASSEN MN 55317-4695 ERIC E PEDERSEN 2718 SHADOW WOOD CT CHASKA MN 55318-1106 FREDERICK W POTTHOFF III 9640 INDEPENDENCE CIR #8 CHANHASSEN MN 55317-4695 JAMES D & DEBRA J KEPPLER 2670 SHADOW WOOD CT CHASKA MN 55318-1107 JAMES M & SUSAN E KEELER 1817 FREEDOM LN CHANHASSEN MN 55317-4556 JEFFREY D & STACY D KERFELD 2702 SHADOW WOOD CT CHASKA MN 55318-1106 Etiquettes faciles a peler ; 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OFFICE OF THE pOCUment NO. COUNTY RECORDER A 584652 CARVER COUNTY. MINNESOTA Receipt # Certified Recorded on September 25, 2013 9:00 AM CITY OF CHANHASSEN Fee: $46.00 RECEIVED 5e4552 mark Lundgren OCT 2 4 2013 I ��III'II�I�I�II�I County Recorder CHANHASSEN PUNNING DEPi CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT #2013-08 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: Application of Community Asset Development Group to construct a 13,700 square -foot, one-story, 24-bed Continuing Care Retirement Facility (Bluff Creek Cottages) within the Bluff Creek Overlay District. 2. Property. The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. 3. Conditions. The permit is issued subject to the following conditions: a. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." b. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. c. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. d. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. e. The applicant must apply for and receive a NPDES construction permit prior to any earth -disturbing activity. f. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. g. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. h. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. i. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. j. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. k. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 1. The geotextile fabric shall have a permittivity value of 0.5 or higher. m. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. n. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. o. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. w , ''. , p. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". q. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. r. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. S. t. The bioretention feature shall be designed such that it drains within 48 hours. u. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre-treatment sizing", a forebay or a sump manhole at least three feet in depth. v. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. w. The applicant is responsible for all other permits and approvals. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 12, 2013 r*, . CITY OF CHANHASSEN By. A Tho as A. F rlong, Ma By: odd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this //!! day of t �yt.v 2013, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. KARENJ.€NGELHARDT Notary Public -Minnesota My O mm"M Expi,y Jan 31. 2015 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-8 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement') dated August 12, 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and Bluff Creek Senior Housing, LLC., a Corporation under the laws of the State of Minnesota (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 13,700 square -foot continuing care retirement facility (Bluff Creek Senior Cottages), Planning Case 2013-08 (referred to in this Site Plan Agreement as the "Project"). The land is legally described in 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 Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: (1 of 11) Boundary Survey dated Received June 14, 2013, prepared by Sathre Bergquist, hic. PlanB: (2 of 18) Title Sheet dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanC: (3 of 11) Final Site Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanD: (4 of 11) Grading / Erosion Control Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan E: (5 of 11) Bluff Exhibit dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan F: (6 of 11) Preliminary Utility Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanG: (7 of 11) Civil Details dated Received June 14, 2013, prepared by BCE Consultant, LLC. SP-I PlanH: (8 of 11) Landscaping Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan I: (9 of 11) Floor Plan dated Received June 14, 2013, prepared by 292 Design Group. PlanJ: (10 of I]) Exterior Elevations dated Received June 14, 2013, prepared by 292 Design Group. Plan K: (I I of 11) Rendering of the Exterior Elevation Received June 14, 2013, prepared by 292 Design Group. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall he 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 Site Plan Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $90,710.00. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall he in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Dave Pokomey Community Asset Development Group 1110 Yellow Brick Road Chaska, Mn 55318 612-703-5709 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered 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. On August 12, 2013, the City Council adopted the following motion: "The City Council approves The site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Building Official Conditions: The proposed structure is required to have an automatic fire extinguishing system. SP-2 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3. Designs/plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: Add one hydrant at the intersection of Pioneer Trail and the entrance road. 2. In addition to 12-inch address numbers on the building, address numbers will be required at the driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A Pfi/, Post indicator valve will be required. 4. Yellow painted curbing and "No Parking Fire Lane" signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Planning Conditions: All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. SP-3 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: 1. Park fees in the amount of $12,000 shall be collected as part of the site plan permit. EnWneering Conditions: An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. SP-4 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the comers of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured -in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 5P-5 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass Swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. SP-6 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: The applicant shall work with staff on minor plan modifications." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN "'A (SEAL) 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 2013, by Tom 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 SP-7 DEVELOPER: Community Asset Development Group STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2013, by , a Corporation under the laws of the State of Minnesota, on behalf of the company. City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC SP-8 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 12013. STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2013, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC GC-1 CITY OF CHANHASSEN SITE PLAN AGREEMENT 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) Site Plan 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, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 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 D, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, 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 City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) GC-2 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 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 plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement 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 Site Plan Agreement. GC-3 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 Site Plan Agreement. 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 Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 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 property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 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. KA 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 Site Plan Agreement. 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. GC-5 ;, N t�s1 �,_- 1 ,. ;,� � � I� < `p'F U 6 tl 1 h x � I•tR rr i � r • • t: • a i•� v. a XI- r-- e 1 1 9— Fool r!d i 1 { + City of Chanhassen ' 270051 r �1 F • ' #FLOODING EFFECTS FROM ' BLUFF CREEK r � s i ZONE C L- ZONE C A ZONE A ZONE C A TRAIL n ol r Non -Scannable Item Item Description Folder Number Folder Name �� b Job Number Box Number `' i -- Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin David H. Schultz 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com 13-d� CAMPBELL KNUTSON Professional Association April 1, 2014 Ms. Sharmeen Al-Jaff, Senior Planner c/o City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Bluff Creek Senior Housing Dear Ms. Al-Jaff: RECEIVED APR 3 - 2014 CITY OF CHANHASSEN Enclosed please find the following original recorded documents regarding Bluff Creek Senior Housing: 2. 3. Q /jmo Car w Site Plan Aupement 2013-8 recorded as Heimepie County document number A590180;e Carver' Partial Release of Mortgage (rot c A583599) recorded as+kgmepin County document number A590181; C4rVr - Partial Release of Mortgage (mt doe A583601) recorded as Hemepix County document number A590182;✓ Grant of Permanent Easement recorded ash County document number A590183; and Warranty Deed recorded as �County document number A590184. Enclosures Very truly yours, CAMPBELL KNUTSON Professional Association Jean . Olson, Legal Assistant 175581v1 SCANNEC° Document No. OFFICE OF THE A 590180 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on January 28, 20141:46 PM Fee: $46.00 590180 IIII IIIIIII"I� I �II LundgrenMark County Recorder CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-8 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated August 12, 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and Bluff Creek Senior Housing, LLC., a Corporation under the laws of the State of Minnesota (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 13,700 square -foot continuing care retirement facility (Bluff Creek Senior Cottages), Planning Case 2013-08 (referred to in this Site Plan Agreement as the "Project"). The land is legally described in 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 Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: (1 of 11) Boundary Survey dated Received June 14, 2013, prepared by Sathre Bergquist, Inc. PlanB: (2 of 18) Title Sheet dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanC: (3 of 11) Final Site Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanD: (4 of 11) Grading / Erosion Control Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan E: (5 of 11) Bluff Exhibit dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanF: (6 of 11) Preliminary Utility Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanG: (7 of 11) Civil Details dated Received June 14, 2013, prepared by BCE Consultant, LLC.' SP-1 PlanH: (8 of 11) Landscaping Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanI: (9 of 11) Floor Plan dated Received June 14, 2013, prepared by 292 Design Group. Plank (10 of 11) Exterior Elevations dated Received June 14, 2013, prepared by 292 Design Group. PlanK: (I I of 11) Rendering of the Exterior Elevation Received June 14, 2013, prepared by 292 Design Group. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $90,710.00. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 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 registered mail at the following address: Dave Pokorney Community Asset Development Group 1110 Yellow Brick Road Chaska, Mn 55318 612-703-5709 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered 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. On August 12, 2013, the City Council adopted the following motion: "The City Council approves The site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. W 9YJ 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. Designs/plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: Add one hydrant at the intersection of Pioneer Trail and the entrance road. 2. In addition to 12-inch address numbers on the building, address numbers will be required at the driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A PIV, Post indicator valve will be required. 4. Yellow painted curbing and 'No Parking Fire Lane" signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Planning Conditions: All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. SP-3 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: Park fees in the amount of $12,000 shall be collected as part of the site plan permit. Engineering Conditions: An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 7. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. SP-4 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the comers of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured -in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. SP-5 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. adol 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: The applicant shall work with staff on minor plan modifications." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN f VA (SEAL) AND: STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) A. Furls Mayor Gerhardt, City Manager The foregoing instrument was acknowledged before me this "'day o 0] by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the Ci of Ch sen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to a authority granted by its City Council. KAREN J, ENGELHARDT n Notary Public -Minnesota G S M COn MjSS "n E Y xpires Jan 37, 2015 SP-7 DEVELOPER BLUFF CREEK SENIOR HOUSING, L.L.C. By: Its: A4 4 uJ q (� STATE OF MINNESOTA ) ) ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 1'oTM day of -INUWN? 20 I`i ,by "TDHN KL-1NbC-LFfU7Z ,the ivl ANPnh ER.. of Bluff Creek Senior Housing, L.L.C., a Minnesota limited liability company, on behalf of the limited liability company. SUSAN A KERBER Notary Public State of Minnesota My Commission Expires January 31. 2015 DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 L,c- 6" Notary Public 61 QU MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT L' o►,nw."N-TT N 3,kNk kkmyk4-� 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. -th Dated this L day of I(/oV ►3 F1L , 2013. STATE OF MINNESOTA ) ( ss. COUNTY OF _ftaE R E The 2013, by was T. H? a MT1":(R-BENIAMIUN NotaryPblic-MinnesotaMy Cartmission Eores Jan 31, 2014 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 —S P before me this I'ith day of Naveu„ be. CITY OF CHANHASSEN SP-9 Y PUBLIC EXHIBIT A That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. CITY OF CHANHASSEN SITE PLAN AGREEMENT 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) Site Plan 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, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 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 D, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys 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 blowing materials, 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 wan -anted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) GC-1 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 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 plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement 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 Site Plan Agreement. GC-2 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 Site Plan Agreement. 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 Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. L 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 constriction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 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 property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 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. GC-3 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 Site Plan Agreement. 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. GC-4 Document No. OFFICE OF THE ER A 590181 COUNTY RECORD CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on January 28, 2014 1:46 PM flIIY�NIIIVIIIII (Reserved for Recording Information) PARTIAL RELEASE OF MORTGAGE Date:.b&eA, -e 2Lr , 2013 Fee $46 00 Mark Lundqren County Recorder FOR VALUABLE CONSIDERATION, the real property in Carver County, Minnesota, legally described as follows: The North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. 173505 is are hereby released from the liens of the Mortgage, OWNED BY THE LJNDERSIGNED, executed by Community Bank Mankato, a Minnesota Bank/Insurance Corporation, as Mortgagor, to Bluff Creek Senior Housing L.L.C., a Minnesota limited liability company, as Mortgagee, dated September 6, 2013, and filed for record September 6, 2013, as Abstract Document No. A583599 in the office of the County Recorder, Carver County, Minnesota. COMMUNITY BANK MANKATO A Minnesota Bank/Insurance Corporation B, MTG L • [print name] ItsSEn,TO✓2 V�tE warzEssoEN� STATE OF MINNESOTA ) )ss. COUNTY OF Ni (o 112t ) The foregoing instrument was acknowledged before me this � day of D P (PIn beY , 2013, by Nk C f n16t 4 � L IU VKI the 5. \/ I ( e PrMi aZh-� t of Community Bank Mankato, a Minnesota Bankffnsurance Corporation, on behalf of the bank. TMS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUFSON Professional Association 1380 Corporate Center Curve, Suite #317 Eagan, NiN 55121 Telephone:651-452-5000 AMPtjmo Notary Public ALLISON JO WILSON Notary Public•Minnesota . Y._.my Commission E)pm Jan 31, 2016 173505 Document No. OFFICE OF THE A 590182 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on January 28, 2014 1:46 PM Fee $46.00 590162 Mark Lundgren County Recorder (Reserved for Recording Information) PARTIAL RELEASE OF MORTGAGE Date:J)ECE.usac 24� , 2013 FOR VALUABLE CONSIDERATION, the real property in Carver County, Minnesota, legally described as follows: The North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. 173505 sc "ED are hereby released from the liens of the Mortgage, OWNED BY THE UNDERSIGNED, executed by Community Bank Mankato, a Minnesota Bank/Insurance Corporation, as Mortgagor, to Bluff Creek Senior Housing L.L.C., a Minnesota limited liability company, as Mortgagee, dated September 6, 2013, and filed for record September 6, 2013, as Abstract Document No. A583601 in the office of the County Recorder, Carver County, Minnesota. COMMUNITY BANK MANKATO A Minnesota Bank/Insurance Corporation Its-'=000g&q STATE OF MINNESOTA ) )ss. COUNTY OF &ta Ew2'-N ) The foregoing instrument was acknowledged before me this a67W day of 2013,by ,tjc,(,afL L. Kiud� theSeu%-R ✓lce rrtsiaeNr of Community Bank Mankato, a Minnesota Bank/Insurance Corporation, o� Qf the bank. Notary Public " . ERIC G. POPPLER Notary PublicMinnesota My G mmi"w EXpM* Jan 31. 7DI5 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 1380 Corporate Center Curve, Suite #317 Eagan, MN 55121 Telephone: 651452-5000 AMP/j1m 1FARO 7 Document No. OFFICE OF THE A 590183 COUNTYRECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on January 28, 2014 1:46 PM Fee $46 00 5901K III IIIIII'I�II I IN LundgrenMark County Recorder GRANT OF PERMANENT EASEMENT THIS SANITARY SEWER EASEMENT AGREEMENT ("Agreement") is made and entered as of the 31 day of DM jhay 1� , 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, ("City") and BLUFF CREEK SENIOR HOUSING L.L.C., a Minnesota limited liability company, ("Grantee") (collectively as the "Parties"). RECITALS A. The City is the fee owner of property legally described on Exhibit A ("City Property"); B. Grantee is the owner of property abutting the City Property to be developed for senior housing, which property is legally described on Exhibit B ("Benefited Property); C. In order to serve the Benefited Property and connect to public sanitary sewer, Grantee must install a private sanitary sewer line across City Property; NOW, THEREFORE, in consideration of the sum of One and No/100 Dollars ($1.00) and other good and valuable consideration to them in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged by the City: 1. Easement. The City hereby grants unto Grantee, its successors and assigns, forever, a non-exclusive easement to construct, operate, repair and maintain private sanitary sewer utility ("Utility System") for private use over, across, on, under, and through land situated within the County of Carver, State of Minnesota, as described on the attached Exhibit "C" ("Easement Premises"). The Easement shall run with the title to the Benefited Property and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, successors and assigns, including, but without limitation all subsequent owners of the Benefited Property and all persons claiming under them. The Easement shall include the rights of the Grantee, its contractors, agents, employees, and assigns, to enter upon the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said Utility System over, across, on, under, and through the Easement Premises, together with the right to grade, 173506 e level, fill, drain, pave, and excavate the easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said Utility System. 2. Location of Utility Facilities. The Utility System shall be located and constructed so as not to interfere with the safety and convenience of ordinary travel along and over public ways and so as not to disrupt normal operation of any facilities used for providing sewer, water, or any other public utility service owned or operated by the City or agency thereof ("City Utility System"). Grantee's construction, operation, repair, maintenance and location of such Utility System shall be subject to other ordinances or regulations of the City. 3. Grantee Protection of Utility System. Grantee shall take reasonable measures to prevent the Grantee's Utility System from causing damage to persons or property. Grantee shall take reasonable measures to protect the Utility System from damage that could be inflicted on the facilities by persons, property, or the elements. Grantee shall take protective measures when the City performs work near the Utility System, if given reasonable notice by the City of such work prior to its commencement. 4. Restoration. Upon completion of any work requiring the opening of the Easement Premises, Grantee shall, in all cases, place the Easement Premises in, on, under or across which the same are located in as good condition as they were prior to said operation. Grantee shall also maintain the same in good condition for two (2) years thereafter. The work shall be completed as promptly as weather permits, and if Grantee shall not promptly perform and complete the work, remove all dirt, rubbish, equipment and material, and put the Easement Premises in the said condition, the City shall have, after demand to Grantee to cure and the passage of a reasonable period of time following the demand, but not to exceed five (5) days, the right to make the restoration at the expense of Grantee. Grantee shall pay to the City the cost of such work done for or performed by the City, including its administrative expense and overhead, plus ten percent (10%) additional as liquidated damages. This remedy shall be in addition to any other remedy available to the City. 5. Permission for Excavation. Grantee shall not open or disturb the surface of the Easement Premises for any purpose without first having obtained percussion from the City, for which the City may impose a reasonable fee. Permit conditions imposed on Grantee shall not be more burdensome than those imposed on other utilities for similar facilities or work. Grantee may, however, open and disturb the Easement Premises without percussion from the City where an emergency exists requiring the immediate repair of Utility System. In such event Grantee shall notify the City by telephone to the office designated by the City before opening or disturbing the Easement Premises. On the next working day thereafter, Grantee shall obtain any required permits and pay any required fees. 6. Amendment. Upon installation of the Utility System, the Parties shall amend the legal description of the Easement Premises to provide for the actual location of the Utility System and a total easement width of 20 feet. 173506 7. Termination. This Easement shall terminate if the Utility System is abandoned or relocated from the City Property. 8. Indemnification. Grantee shall indemnify, keep and hold the City, its elected officials, officers, employees, and agents free and harmless from any and all liability on account of injury or death of persons or damage to or depreciation in value of property occasioned by the construction, maintenance, repair, inspection, the issuance of permits, or the operation of Grantee's property located in, on, over, under, or across the Easement Premises. The City shall not be indemnified for losses or claims occasioned through it own negligence except for losses or claims arising out of or alleging the City s negligence as to the issuance of permits for, or inspection of, the Grantee's plans or work. 9. Grantee to Defend Claims. In the event a suit is brought against the City under circumstances where this agreement to indemnify applies, Grantee at its sole cost and expense shall defend the City in such suit if written notice thereof is promptly given to Grantee within a period wherein Grantee is not prejudiced by lack of such notice. If Grantee is required to indemnify and defend, it will thereafter have control of such litigation, but Grantee may not settle such litigation without the consent of the City, which consent shall not be unreasonably withheld. This section is not, as to third parties, a waiver of any defense or immunity otherwise available to the City, and Grantee, in defending any action on behalf of the City shall be entitled to assert in any action every defense or immunity that the City could assert in its own behalf. 10. Compliance with Applicable Laws. Grantee shall at all times comply with all applicable laws, ordinances, rules, regulations, and codes, federal, state, and local, whether now or hereafter promulgated or enacted. At no time shall the installation, operation, or maintenance of the system endanger or interfere with the safety of persons or property in the City. IN TESTIMONY WHEREOF, the parties hereto have signed this document this 31 st day of December 2013. 173506 BLUFF CREEK SENIOR HOUSING, STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this :3 i sr day of 'etn\no� 2013,byh4e:lyEF gLANbeLd4e r'Lz-;n., F-,r of Bluff Creek Senior Housing, L.L.C., a Minnesota limited liability company, Grantee, on behalf of the company. e SNottary Public R State of Minnesota My Commission Expires January 31.2015 173506 Notary Public CITY OF CIIANHASSEN a Minnesota municipal corporation By Tom Furlong, Its Mayor (Seal) Todd Gerhardt, Its City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this3eday of 2013, by Tom Furlong and Todd Gerhardt, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, Grantor, on behalf of the corporation and pursuant to the authority granted by the City CouncilAM Not is KIM T. MEUWISSEN ' Nc,a': Public -Minnesota scion Exq,irm dan 31, 2016 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/jmo 173506 EXHIBIT "A" TO GRANT OF PERMANENT EASEMENT Legal Description of City Property: The North 306.00 feet of the following described parcel That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20 173506 EJ]MTT "B" TO GRANT OF PERMANENT EASEMENT Legal Description of Benefited Property: That part which lies South of the North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter, thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. 173506 EXHIBIT C PROPOSED SANITARY FORCEMAIN EASEMENT AS PART OF THE BLUFF CREEK SENIOR HOUSING DEVELOPMENT (December 6, 2013) An easement for sanitary forcemain purposes over, under and across that part of the following described property: The North 306.00 feet of that part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, describes as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet(620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat. No. 10-20 Said easement being a 20 foot wide strip of land the centerline of which is described as follows: Commencing at the northwest corner of the above described parcel; thence easterly along the north line thereof a distance of 148.57 feet to the point of beginning of the centerline to be described; thence southerly deflecting to the left 89 degrees 52 minutes 54 seconds, 9.91 feet; thence southeasterly a distance of 267.13 feet, along a tangential curve concave to the northeast, having a radius of 300.00 feet and a central angle of 51 degrees 01 minutes 03 seconds; thence southeasterly, tangent to said curve a distance of 100.64 feet to the south line of the above described property and said centerline there terminating. The sidelines of said easement are to be prolonged or shortened so as to begin on the north line of the above described property and terminate on the south line of the above described property. I hereby ce" Nat tks survey, p'an m report was prepared by me d, under my do sup Maion and that I am a duly Licensed Lar Svn yor urger Ne laws of the State of Mirmeseta Dated this 6e, day of December, 2013. SATHRE-BERGQU Rory L. SYnatelien, PLS M'm Sdta License No.41585 Cory@saNre.rom SATHRE-BERGQUIST, INC. 150 South Broadway Ave. Wayzata, MN. 55391 (952) 476-6000 w .sathre.com Easement Exhibit Dale. 12E13 R.vsb Date Prepared By RLS Check By: Prepared For LaYM Shael DDK Construction Prgect N.1der 1602-0 1 e II 1 _ 148.57 } 3 mLO 10) O1 `o r1 0 m I� L I 617.10' 89°52'S4"' 0 z $ % 6' Ov ;00 m '0 0 I O I N89'31'07"E 334.68 �--The South Line Of The North 306.00 W 8mI VI 4S7 '006 / South Line Of The SW 1/4 Of The t � NE 1/4 Of Sec. 27, T116N, R23W T— 7� T South Line Of The I A 1� North Line Of The NW 1/4 Of The Ne %Section 27 n `r SW 1/4 Of Sec. 27, T116N, R23W East Line Of SW 1/4 Of -CThe NE 1/4 Of Sector 27— e �` u Right Of Way Par r'1 I „t I ^ "": Minnesota Department Of n I ,.. it rl —1 ' Transportation Right Of Way \ y'. `j " ;�✓ Plat No. 10-21 —� J n J, \ I hereby amity that t s survey, plan Of repon was prepared by me a under my Bred suaimsion and that I am a duly Lkansed Land Surveyor under the lees of the State of Minnesota. Dated this Bth dry of December, 2013, SATHRE-BERGOUIST,I Rory L. SynMelian, PLS Minnesota License No. 44565 mryaaathre.cam Se Corner Of The SW 1/4 Of The NE 1/4 Of Sec. 27, T116N, —R23W 3 m r a^ ^100 200 z SCALE IN F687 I Proposed Easement Area SATHRE-BERGQUIST, r 150 South Broadway Ave. Wayzata, MN. 55391 "'i" (952) 476-6000 w .sathre.conn Easement Exhibit Prepared For DDK Construction �e "'h' ' Prepared By RLS ( Layout Sheet. Project N ber 16My 001 PAD# OZS,OM04W No delinquent taxes and transfer entered: Cartificpo of Real Estate Value ( ) Filed NNot Required , 204— x•Treesurer Document No. OFFICE OF THE A 5901.84 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on January 28, 2014 1:46 PM Deputy 590164 1111111111111111111 (Reserved for Recording Data) WARRANTY DEED STATE DEED TAX DUE HEREON: $1.65 Datei:IAOVEMLe t—�2,52013 Fee: $46.00 Mark Lundqren County Recorder FOR VALUABLE CONSIDERATION, BLUFF CREEK SENIOR HOUSING L.L.C., a Minnesota limited liability company, Grantor, hereby conveys and warrants to the CITY OF CHANHASSEN, a Minnesota municipal corporation, Grantee, real property in Carver County, Minnesota, described as follows: See Exhibit "A" for legal description together with all hereditaments and appurtenances belonging thereto, subject to the following 1. Building and zoning laws, ordinances, state and federal regulations; 2. Exceptions to title which constitute encumbrances, restrictions, or easements of record; and 3. Reservation of minerals or mineral rights to the State of Minnesota. Check box if applicable: © The Grantor certifies that the Grantor does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property has not changed since the last previously filed well disclosure certificate. Deed Tax of $ 5 paid on (Date) Conservation Fee paid Laurie Davies Carver County AUditOr•TrOasurer 173503 Current taxes on parcel split described within paid as of(Date) 7yrJ )Davies.Cs rCoun Audaor•Treasurer eputy) City Clerk's Certification Pursuant to M.S.272.162 The undersigned hereby certifies: (Check one of the following:) That City subdivision regulations do not apply to this instrument. That the subdivision of land affected by this instrument has been approved by the governing body of the City of Chanhassen, That municipal restrictions on the filing and recording of this instrument have been waived by a resolution of the governing body of the City of Chanhassen. That this instrument does not comply with municipal subdivision restrictions and the affected land and its assessed valuation should not be divided by the County Auditor. Dated: By Deputy Chanha ssen U'[Y Ulm Printed Name:t�e F 1 610 y D Cree U BLUFF CREEK SENIOR HOUSING L.L.C. A Minnesota Limited Liability Company By: m Its STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this ZstH day of Noytmrer 2013by , h:t, the prttjdcn-t of Bluff Creek Senior Housing L.L.C., a Minnesota Limited Liability Company, on behalf of said company. =SUAN A KERBERotary PubIIC of MinnesotammissionEspirssary 31. 207S THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUPSON Professional Association 1380 Corporate Center Cure, Suite 317 Eagan, Minnesota 55121 Telephone: (51) 452-5000 AIK Im Notary Public Tax Statements for the real property described in this instrument should be sent to: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, Minnesota 55317 173503 EXHIBIT "A' Legal Description The North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. 1735M Wgy, SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY, WAYZATA, MN 55NI • (612) 476-60M Bluff Creek Cottages Fire Flow Calculations Date: February 21, 2014 Prepared By: Sathre-Bergquist, Inc. Job No. 16572-001 � rt ttaz z I �vw G3ArdM N31*V;4 VH3 i0 A110 , . ,434N SATHRE-BERGQUIST, INC. w 150 SOUTH SPAWWAY, WAYZATK MN 55391 • (612) 476-M Index: 1. Summary 2. Fire Flow Pipe Layout Diagram 3. WaterCAD Analysis 4. Site Map SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY. WAYZATA, MN 55391 • (612) 476-6000 We have completed a fire flow analysis for the Bluff Creek Cottages north west of County Road 14, south west east of Bluff Creek Drive using WaterCAD by Bentley to model the pipe network. We had information on the existing hydrant at the south west intersection of Bluff Creek Drive and County Rd 14. From previous analysis we have the following information 1. Flow tests at the Hydrant at the south west intersection of Bluff Creek Drive and County Rd 14. has static pressure of 85 Ibs, a residual pressure of 79lbs, and a GPM at 1554. The requirements were to model the most remote hydrant or the highest to ensure adequate fire flow of 1,500 GPM while maintaining 20 PSI. The system was modeled off the data from the hydrant referenced above. The results are as follows Hydrant outside of the building (node J18) a fire flow rate of 2,453 GPM at a pressure of 24.7 psi, the hydrant at the intersection of the driveway and County rd 14 (nodel9) has a fire flow rate of 3,000 GPM at 29.8 psi. Enclosed is a copy of our calculation and watermain layout. � |� ! lR !\ • ;;■;;; |` § |I +!!|■I |!_ | ` !!� q#2 /! ( _ _ ! !■ 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. 1 /6/14 2013-08 ATTENTION Carole Hoeft RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 8/12/13 13-08 Site Plan Agreement 2013-08 (updated) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints REMARKS Carole - Per our discussion, attached is the updated city -executed version of the site plan agreement for Bluff Creek Cottages. Please replace the developer's signature page and the mortgage holder consent to site plan agreement page with the executed documents already in your posession. Also, please modify the page number on the developer's signature page from SP-9 to SP-8, and modify the mortgage holder consent to site plan agreement page from GC-1 to SP-9. Please call if you have any questions. Thanks! COPY TO: Sharmeen AI-Jaff, Senior Planner Neuwisse , (952) 227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-8 SPECLIL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated August 12, 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and Bluff Creek Senior Housing, LLC., a Corporation under the laws of the State of Minnesota (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 13,700 square -foot continuing care retirement facility (Bluff Creek Senior Cottages), Planning Case 2013-08 (referred to in this Site Plan Agreement as the "Project"). The land is legally described in 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 Site Plan Agreement and fiumishes 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: (1 of 11) Boundary Survey dated Received June 14, 2013, prepared by Sathre Bergquist, Inc. PlanB: (2 of 18) Title Sheet dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanC: (3 of 11) Final Site Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanD: (4 of 11) Grading / Erosion Control Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanE: (5 of 11) Bluff Exhibit dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanF: (6 of 11) Preliminary Utility Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanG: (7 of 11) Civil Details dated Received June 14, 2013, prepared by BCE Consultant, LLC. SP-1 PlanH: (8 of 11) Landscaping Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. PlanI: (9 of 11) Floor Plan dated Received June 14, 2013, prepared by 292 Design Group. Plank (10 of 11) Exterior Elevations dated Received June 14, 2013, prepared by 292 Design Group. PlanK: (11 of 11) Rendering of the Exterior Elevation Received June 14, 2013, prepared by 292 Design Group. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $90,710.00. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 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 registered mail at the following address: Dave Pokorney Community Asset Development Group 1110 Yellow Brick Road Chaska, Mn 55318 612-703-5709 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered 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. On August 12, 2013, the City Council adopted the following motion: "The City Council approves The site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. SP-2 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3. Designs/plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. Add one hydrant at the intersection of Pioneer Trail and the entrance road. 2. In addition to 12-inch address numbers on the building, address numbers will be required at the driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A PIV, Post indicator valve will be required. 4. Yellow painted curbing and "No Parking Fire Lane" signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Planning Conditions: 1. All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. SP-3 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: Park fees in the amount of $12,000 shall be collected as part of the site plan permit. Engineering Conditions: An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 7. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. SP-4 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the comers of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured -in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary— area not delineated per 1987 Corps Manual." 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. AUR 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. SP-6 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: The applicant shall work with staff on minor plan modifications." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit 'B" and incorporated herein. CITY OF CHANHASSEN (SEAL) AND: STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) A. Furl_2Dg, Mayor Gerhardt, City Manager The foregoing instrument was acknowledged before me this 014day o� �Ol by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the Ci of Cha sen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. TARY OJJBLIC WKARENJ,ENGELHARDTotary Public-MinnesotaCommission Expires Jan 31, 2015 SP-7 Community Asset Development Group STATE OF MINNESOTA ) ) ss COUNTY OF 1 The foregoing instrument was acknowledged before me this _ day of y , a Corporation under the laws of the State of Minnesota, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 MW 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 2013. STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2013, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 ►• c. " 1: e SP-9 CITY OF CHANHASSEN SITE PLAN AGREEMENT 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) Site Plan 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, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 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 D, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, 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 City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) GC-1 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement 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 Site Plan Agreement. GC-2 f 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 Site Plan Agreement. 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 Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 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 alterative 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 property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 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. GC-3 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 Site Plan Agreement. 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. GC-4 °"ESOT �oI% Minnesota Department of Transportation � 1500 West County Rd B-2 �OF 1PPt� Roseville, MN 55113 Date: January 23, 2014 Dave Pokorney Community Asset Development Group 1110 Yellow Brick Road Chaska, MN 55318 RE: Chanhassen Senior Housing Driveway Access Dear Mr. Pokorney The parcel you wish to install a driveway on is currently owned by the State of Minnesota and has access control. The parcel was purchased for the construction of Trunk Highway 212, State Project 1017-12 and is shaded in blue of the attachment. This parcel is adjacent to County State Aid Highway No. 14 (Pioneer Trail) that is within our Trunk Highway Right of Way system. MnDOT is in the process of transferring several roads to Carver County, Pioneer Trail is included in Turnback No. 1489. After review of Site Number S13-071 Chanhassen Senior Housing and discussions with Carver County officials, the County has agreed to add this parcel to Turnback No. 1489. County will receive a Release Letter granting them Road Authority of Pioneer Trail later this year. They will receive a Quit Claim Deed for the parcels when the turnback is finalized. With the proposed transfer of this parcel to Carver County as part of Turnback No. 1489 MnDOT does not have any concerns or issues with the placement of the driveway and or utilities on the State owned parcel. However the driveway and any proposed utilities should meet City and County requirements. MnDOT will not require any permits for the Chanhassen Senior Housing development. Sincerely, Ap An Equal Opportunity Employer 0 Michael J. Geertsema Engineering Specialist Metro District Right of Way Enclosures; Driveway exhibit CC; File Darin Mielke, Assistant Public Works Director Lyndon Robjent, Carver County Engineer Paul Oehme, Director of Public Works, City Engineer An Equal Opportunity Employer 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. 1 /2/14 2013-08 ATTENTION Carole Hoeft RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 11/25/13 237085 Receipt for Security Escrow 1 9/10/13 229987 Receipt for Special Assessments 1 12/31/13 Grant of Permanent Easement(City to Bluff Creek Senior Housing, LLC 1 9/4/13 Partial Release of Judgment Lien co 1 12/23/13 Application to Combine Real Estate Parcels includes cover letter from Bob Generous(City) to Kay Lemke Carver County) 1 11/25/13 Warranty Deed (Bluff Creek Senior Housing, LLC to City) Includes two 2 Partial Releases of Mortgage from Community Bank Mankato 1 8/12/13 2013-08 1 Site Plan Agreement 2013-08 (copy) (original document is already in yourpossession) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO: Planning Case File 2013-08 ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ® For Recording ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED. Ki euwissen (952) 2 -1107 SCA NSD If enclosures are not as noted, kindly notify us at once. 'CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 11/25/2013 10:18 AM Receipt No. 00237085 CLERK: bethanya PAYEE: TitleNexus, LLC 277 Coon Rapids Blvd Suite 220 Coon Rapids MN 55433- Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping, Erosion Control, Utility Extension, Etc. ------------------------------------------------------- Security Escrow 90,710.00 Total 90,710.00 Cash Check 20303 Change 0.00 90,710.00 0.00 SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 09/10/2013 2:43 PM Receipt No. 00229987 CLERK: bethanya PAYEE: TitleNexus, LLC 277 Coon Rapids Blvd, Ste 220 Coon Rapids MN 55433- 25.0270400 ------------------------------------------------------- Special AssessmentsJDD5WL6A Ar &p. 6, 952.11 Special Assessments -5..n' r �� 2,840.22 Special AssessmentsTrw-Lh N,,zl �OI�L� dlLd_TH3j&j-j0d5,837.95 Special Assessments =��P� 1,978.48 Special Assessments blu-W (?recK elzird Im �md&57, 918.72 Z',n.� Special Assessments�k P 3,163.47 Total Cash Check 20003 Change 27,690.95 0.00 27,690.95 0.00 GRANT OF PERMANENT EASEMENT THIS SANITARY SEWER EASEMENT AGREEMENT ("Agreement") is made and entered as of the 31 day of Dgf-c MWj. , 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, ("City") and BLUFF CREEK SENIOR HOUSING L.L.C., a Minnesota limited liability company, ("Grantee") (collectively as the "Parties'). RECITALS A. The City is the fee owner of property legally described on Exhibit A ("City Property); B. Grantee is the owner of property abutting the City Property to be developed for senior housing, which property is legally described on Exhibit B (`Benefited Property); C. In order to serve the Benefited Property and connect to public sanitary sewer, Grantee must install a private sanitary sewer line across City Property; NOW, THEREFORE, in consideration of the sum of One and No/100 Dollars ($1.00) and other good and valuable consideration to them in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged by the City: 1. Easement. The City hereby grants unto Grantee, its successors and assigns, forever, a non-exclusive easement to construct, operate, repair and maintain private sanitary sewer utility ("Utility System") for private use over, across, on, under, and through land situated within the County of Carver, State of Minnesota, as described on the attached Exhibit "C" ("Easement Premises"). The Easement shall run with the title to the Benefited Property and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, successors and assigns, including, but without limitation all subsequent owners of the Benefited Property and all persons claiming under them. The Easement shall include the rights of the Grantee, its contractors, agents, employees, and assigns, to enter upon the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said Utility System over, across, on, under, and through the Easement Premises, together with the right to grade, 173506 level, fill, drain, pave, and excavate the easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said Utility System. 2. Location of Utility Facilities. The Utility System shall be located and constructed so as not to interfere with the safety and convenience of ordinary travel along and over public ways and so as not to disrupt normal operation of any facilities used for providing sewer, water, or any other public utility service owned or operated by the City or agency thereof ("City Utility System"). Grantee's construction, operation, repair, maintenance and location of such Utility System shall be subject to other ordinances or regulations of the City. 3. Grantee Protection of Utility System. Grantee shall take reasonable measures to Prevent the Grantee's Utility System from causing damage to persons or property. Grantee shall take reasonable measures to protect the Utility System from damage that could be inflicted on the facilities by persons, property, or the elements. Grantee shall take protective measures when the City performs work near the Utility System, if given reasonable notice by the City of such work prior to its commencement. 4. Restoration. Upon completion of any work requiring the opening of the Easement Premises, Grantee shall, in all cases, place the Easement Premises in, on, under or across which the same are located in as good condition as they were prior to said operation. Grantee shall also maintain the same in good condition for two (2) years thereafter. The work shall be completed as promptly as weather permits, and if Grantee shall not promptly perform and complete the work, remove all dirt, rubbish, equipment and material, and put the Easement Premises in the said condition, the City shall have, after demand to Grantee to cure and the passage of a reasonable period of time following the demand, but not to exceed five (5) days, the right to make the restoration at the expense of Grantee. Grantee shall pay to the City the cost of such work done for or performed by the City, including its administrative expense and overhead, plus ten percent (10%) additional as liquidated damages. This remedy shall be in addition to any other remedy available to the City. 5. Permission for Excavation. Grantee shall not open or disturb the surface of the Easement Premises for any purpose without first having obtained permission from the City, for which the City may impose a reasonable fee. Permit conditions imposed on Grantee shall not be more burdensome than those imposed on other utilities for similar facilities or work. Grantee may, however, open and disturb the Easement Premises without permission from the City where an emergency exists requiring the immediate repair of Utility System. In such event Grantee shall notify the City by telephone to the office designated by the City before opening or disturbing the Easement Premises. On the next working day thereafter, Grantee shall obtain any required permits and pay any required fees. 6. Amendment. Upon installation of the Utility System, the Parties shall amend the legal description of the Easement Premises to provide for the actual location of the Utility System and a total easement width of feet. 173506 7. Termination. This Easement shall terminate if the Utility System is abandoned or relocated from the City Property. 8. Indemnification. Grantee shall indemnify, keep and hold the City, its elected officials, officers, employees, and agents free and harmless from any and all liability on account of injury or death of persons or damage to or depreciation in value of property occasioned by the construction, maintenance, repair, inspection, the issuance of pemiits, or the operation of Grantee's property located in, on, over, under, or across the Easement Premises. The City shall not be indemnified for losses or claims occasioned through it own negligence except for losses or claims arising out of or alleging the City's negligence as to the issuance of permits for, or inspection of, the Grantee's plans or work. 9. Grantee to Defend Claims. In the event a suit is brought against the City under circumstances where this agreement to indemnify applies, Grantee at its sole cost and expense shall defend the City in such suit if written notice thereof is promptly given to Grantee within a period wherein Grantee is not prejudiced by lack of such notice. If Grantee is required to indemnify and defend, it will thereafter have control of such litigation, but Grantee may not settle such litigation without the consent of the City, which consent shall not be unreasonably withheld. This section is not, as to third parties, a waiver of any defense or immunity otherwise available to the City, and Grantee, in defending any action on behalf of the City shall be entitled to assert in any action every defense or immunity that the City could assert in its own behalf. 10. Compliance with Applicable Laws. Grantee shall at all times comply with all applicable laws, ordinances, rules, regulations, and codes, federal, state, and local, whether now or hereafter promulgated or enacted. At no time shall the installation, operation, or maintenance of the system endanger or interfere with the safety of persons or property in the City. IN TESTIMONY WHEREOF, the parties hereto have signed this document this day of 2013. 173506 BLUFF CREEK SENIOR HOUSING, STATE OF MINNESOTA ) ) ss. COUNTY OF 6�qfz-G- ) The foregoing instrument was acknowledged before me this i rday of �ECEY�—2013,by=Z,p-r4- e ;;'>z;per, of Bluff Creek Senior Housing, L.L.C., a Minnesota limited liability company, Grantee, on behalf of the company. SKERBER Notary Public State of Minnesota My Commission Expires January 31, 2015 Notary Public 173506 CITY OF CHANHASSEN a Minnesota municipal corporation Tom Furlong, Its Mayor (Seal) Todd Gerhardt, Its City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisa:day of ZoR9.W 2013, by Tom Furlong and Todd Gerhardt, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, Grantor, on behalf of the corporation and pursuant to the authority gr ted by the City Council. No is t KIM T. MEUWISSEN Nat; Public -Minnesota r:.. Myi cm sslon Expires Jen 31, 2076 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/jtno 173506 EXHIBIT "A" TO GRANT OF PERMANENT EASEMENT Legal Description of City Property: The North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. 173506 EXHIBIT "B" TO GRANT OF PERMANENT EASEMENT Legal Description of Benefited Property: That part which lies South of the North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter, thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. 173506 EXHIBIT "C" TO GRANT OF PERMANENT EASEMENT Legal Description of Easement Premises: 173506 PROPOSED SANITARY FORCEMAIN EASEMENT AS PART OF THE BLUFF CREEK SENIOR HOUSING DEVELOPMENT (December 6, 2013) An easement for sanitary forcemain purposes over, under and across that part of the following described property. The North 306.00 feet of that part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, describes as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet(620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat. No. 10-20 Said easement being a 20 foot wide strip of land the centerline of which is described as follows: Commencing at the northwest corner of the above described parcel; thence easterly along the north line thereof a distance of 148.57 feet to the point of beginning of the centerline to be described; thence southerly deflecting to the left 89 degrees 52 minutes 54 seconds, 9.91 feet; thence southeasterly a distance of 267.13 feet, along a tangential curve concave to the northeast, having a radius of 300.00 feet and a central angle of 51 degrees 01 minutes 03 seconds; thence southeasterly, tangent to said curve a distance of 100.64 feet to the south line of the above described property and said centerline there terminating. The sidelines of said easement are to be prolonged or shortened so as to begin on the north line of the above described property and terminate on the south line of the above described property. I hereby ce" filet dis surrey, pan or repot was M ared by me or urWer my 5red supeMa. and Plat I am a duly Licensed L.4 surveyor undo die Lows M the State a Minnesota. Dated Nis aN day of December, 2013. SATMRE-BERGDUI , Rory L SyrsWien, PLS Minnesota License No. 44%5 roryasetbra.con SATHRE-BERGQUIST, $ 150 South Broadway Ave. Wayzata, MN. 55391 (952)476-6000 w .sathre.com Easement Exhibit Dee 12 i13 Rr Prepared By: RLS p Prepared For LeyaA Sheet. DDK Construction p Nir,Me ,cs zm, 1 --- Is8617.10- — — — - -- 1 —IF 817.itl 148.57 }3 -- T__ t ^ I ulin O1 / e°•• 0 1 1 ° 89°5254" Fv, to 5 In I `C n l .,n _70 0 I 8. e I a gg rri Q� .J J I �n ^1 �`�` o R I o �i. o / 1 Ov :0O / / p�4aOr 3 v / N I Off. a "�p ae hd' a' o I av / Iri 1 41 70 Q or�A D oa O6, ,\off av ae/ Z N89'31'07"E 334.68 / d iQ`�jp m \---The South Line Of The North 306.00 NI O Se Comer Of The SW 1/4 Of The _ NE 1/4 Of / — South Line Of The SW 1/4 IN The Sec. 27, NE 1/4 Of Sec. 27, T116N, R23W _ _ T116N, -R23W South Line Of The A 1� North Line Of The NW 1/4 IN The Ne %Section 27 n `C SW 1/4 Of Sec. 27. T116N, R23W �:h f East Line Of SW 1/4 Of The NE 1/4 Of Section 27- -C4` cr J \ - l 27— Right D art Per q I �C n I ^ �`: Minnesota Department Of n Transportation Right Of Way ��.�� ` }';�j• ��r' Plot No. 10-21 --\ 4, n b�v X\ 0111 \ ` 0 0^ ^100 200 Sao / e 8 z � g�� SCALE IN FEET 1 haeCy certify Viet VYs -"Y, plan a regM was pepanA by M a under my direa su sian and V I are a Wly Licensed Lew Surveys under Vtit laws of ft Stele of Mmneeola. Dated this SM day of December, M13. SATHRE-BERGDUIST, I Rory L. Spmaial. PLS inneaola License No. 44565 mryasathre.com 0 Proposed Easement Area SATHRE-BERGQUIST, INC. gJ $ 150 South Broadway Ave. Wayzata, MN. 55391 (952) 476-6000 www.sathre.com Easement Exhibit Prepared For DDK Construction 12813 RaWsion Dale: red BY: RLS ClleNc 9v: Nunber 16572-0 1 PARTIAL RELEASE OF JUDGMENT LIEN KNOW ALL MEN BY THESE PRESENTS, that the undersigned holder of a judgment lien in and upon the property described herein acknowledges and does hereby forever discharge and release the tact of land lying and being in the County of Carver, State of Minnesota, described as follows, to wit: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23, described as follows: Beginning at the southeast corner of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 0 degrees 28 minutes 53 seconds West along the east line of said Southwest Quarter of the Northeast Quarter for a distance of 528.00 feet thence on a bearing of South 89 degrees 31 minutes 07 seconds West for a distance of 617.10 feet thence on a bearing of South 0 degrees 28 minutes 53 seconds Bast parallel with said east line of the Southwest Quarter of the Northeast Quarter for a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds Gast for a distance of 626.58 fret (620.50 feet deeded) to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 0 degrees 28 minutes 16 seconds West along said east line of the Northwest Quarter of the Southeast Quarter for a distance of 246.08 feet to the point of beginning. 1?xcepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. from all claims and liens of and under that certain judgment docketed in favor of Associated Bank, NA, Judgment Creditor versus John Klin elg huti, Judgment Debtor(s) Carver County District Court File No. 10-CY-09-926 in the amount of 4 1.213.51, which,jpdgin is a lien upon the above described and other land. IN TESTIMONY WHEREOF, the hand this 4 day of September, 2013. undersigned has/have hereunto set its/his/her/their Page 1 of 2 STATE OF WISCONSIN 1� COUNTY OF ARLWAUKEE j The oln m men[ was acknowledged before me thisda of 2013 b � t; y y ,theJ Judgment the.�ife DreSjclon _o�ed mac, N.A., the Judgment Credhor abova�l@�'_ r/��— This instrument was drafted by: Michael J. lannaeone, #48719 lannacone Law Office, P.L.L.C, 8687 EWe Point Blvd. Lake E►mo, MN 55042 651-224-3361 Rage 2 of 2 M Date Received CARVER COUNTY Taxpayer Services Department Government Center - Administration Building 600 East 4th Street ��• Chaska, MN 55318-2102 Phone(952)361-1910 Fax(952)361-1919 Application to Combine Real Estate Parcels Per MN Statute 272.46 the county auditor, upon written application of any person, shall for property tax purposes only, combine legal descriptions of contiguous parcels to which the applicant(s) hold title. In order to be combined, the following requirements must be met: • Receipt of completed form by owner or designated representative • Based upon deeds of record, parcels must be of the same (identical) ownership • Parcels must be contiguous • Parcels must be located in same unique taxing districts (TAG) • Current year and delinquent taxes must be paid on each parcel • If parcels are in a Tax Increment Financing District (TIF), they must be located in the same TIF district • If special assessments are not paid on all parcels, the city/township would need to recertify the special assessments for the new parcel CAUTION Parcels that have been combined cannot be subdivided again without local municipality approval. If located in a township, Carver County Land Management Office must also approve the subdivision. Combined property tax will be reflected on next year's tax statement Owner (Applicant) Name: City of Chanhassen Address: 7700 Market Boulevard, P.O.Box 147 Phone Number: 952-227-1100 Chanhassen, MN 55317 Parcels to be combined: Outlot B, Liberty on Bluff Creek PID 2�4220440: And, GAPLAN\2013 Planning Casesl2013-08 Bluff Creek CottagesVWdministrative subdivision Application to Combine Real Estate Parcels.doc Date Received PROPOSED PARCEL, A DESCRIPTION The North 306.00 fat ofthe following described prat: - That port of the Saalhwest Quarter of the Northeast Quarter and the Northwest Quarter of the Soiahcaat Quarter of said Section 27, To hip 116, Range 23 West of the Fifth Principle Ncri&an, describes as follows: Commencing at the southeast corner of the said Soothwor Quarter of the Nortbeaai Quour, theca on an anvracd bcoring of North 00 dev m 28 minraa 53 seconds West ahng the east line of said Southwca Quarter of the Natthrmt Quarter, a distance of 528A0 fee- thence on a bearing of South 89 degras 31 misses V seeoods Wen, a distance of 617.10 fsoC thence on a bearing of Soatb 00 degrees 2s minraa 53 seconds Ear- parallel with said cost line ofthe SouthweA Quarter ofthe Northeast Quarts, a distance of 665.28 feet: thence on a bearing of South go dcgrea 28 minuses 53 seconds Ear, a distance of 626.58 fed(620-50 fat deeded), to the cud fins of raid Northwest Quarter of the Southewd Quarter, thence on a bearing of Norm 00 degree 28 minutes 16 seconds W c;L along the said can line ortbe NorthweA Quarter afthe Southeast Quarter, a distancc of 266.08 fed to the paint orbeginirdn& Fxcepting any pardon thereof within IANWT Rightor--Way PI4L No. 10-20 I Signature: ) Date: For Office Use Only: Approved Denied By: Reason Denied: G:%PLANt2013 Planning Cases\2013-08 Bluff Creek CottagesiHdministrative subdivision Application to Combine Real Estate Parcels.doc CITY l OF December 23, 2013 CIMIIASSEN 7700 Market Boulevard PC Box 147 Kay Lemke, Cleric -Auditor Chanhassen, MN 55317 Carver Count, Auditor's 600 East 4tb Street Administration Chaska, MN 55318 Phone: 952.227.1100 Fax:952.227.1110 Re: ZONING LOT DESIGNATION Building Inspections Phone: 952.2271130 Dear Ms. Lemke: Fax: 952227.1190 This letter is to request that these two parcels be placed under a single Parcel Engineering Identification Number. Phone: 952.227.1160 Fax: 952.227.1170 Finance The City of Chanhassen has no objection, pursuant to Chanhassen City Code Phone:952.227.1140 Section 20-903, to combining Fax:952,227.1110 3ROPOMPARCEL A DFSCkIrrM Th. North 306A0 fill ro0.adeg dweRwd Peed: Park &Recreation Phone:952.2271120 Tipart ohhSauWrgdQ,unnefMaN'"&h Quottcrand t Nv1L tQ�m fUi SorahmadQ ofg.;dSeeuoeYl, TowTehip i 1c Raw 23 wed of the Fd1h Principle \Icridim dooib« a renew.: Fw952.227.1110 C-�C&QRytht��-orthesaid4oAQu of theNulh,w Q .thm ananmun"bearing or Nwfh 00 degees 28 rainu 53 aeon& W,,L daog the d B...Fa d Svultrual Qn ar dw Nord . Q . a 6msee Recreation Center or57lDOfwCUaeee^abet°b^rS°oNi9dcpm3lnmWuPvecaodWat.fismmed6I7.f0fe¢tlrnmee• 2310CoulterBoulevard bewit r v wild seed act Brie Qurter Mteo Nndarasl Bern A wt>onda Ea.t Su h 20ea 53 en& F4 r, &diA C665 RM Q�,aait�n�,rs6s,7sr<ec>hem,heo�sxsaw,ma�eatt,o;ou<,s3env.a.Fk,aistanceprsz6.sa Phone: 952.227.1400 ree*M-50 fed decdcd} N 16- mt roe -f d NwWw Q.fth. Seat nd Qmrter, thenee m a bearing rxarth CO ka16acmd.w' *Jong the atid ealv<orthcr�wt5w QrmbohheSo fih Qnrle.ad tanceef depaceFax:952.2271404 2� Adel ork ziirdi . Planning & �e'ep�S+�Y portion0lcrwrwiNin W=TRi04-Qr--Wp InLN, 10,70 Natural Resources and Outlet B, Liberty on Bluff Creek, PID 254220440, respectively, into a single Phone: 211 Fax: 952.252.227.171710 zoning lot. These two lots are under single ownership of the City of Chanhassen. Please revise the legal description for the property to include both parcels' legal Public works descriptions and combine under a single parcel identification number. 7901 Park Place Phone: 952.227.1300 Hereafter, interior lot Imes within the zoning lot shall be disregarded in applying Fax: 952.227,1310 setbacks and other zoning ordinance standards. Additionally, the lot may not be without complying with the city's subdivision ordinance. Senior Centersubdivided Phone: 952.227.1125 Fax: 952.227.1110 If you have any questions, please feel free to contact me at (952) 227-1131 or Web She bgenerous@ci.chanhassen.mn.us. Please send verification with the new PID to me www.ci.chanhassen.mn.us once the property has been combined. Chanhassen is a Community for Life . Providing for Today and Planning for Tomorrow Robert Generous, AICP Joleen Devens, GIS Specialist Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official ii � 1i tl�t�tf it It loss ty 1 i1_L�lI 1 1_�1t;I 3 DI 1tp p �r 0 ,..f ti :4k J;1 =a Al ` -kill .B • � - -t- - - '�tY--gym � � �� W ! P w V T I t � I I IIIIII 13�I I I IIIIII An HIM I `J: IIIIII � �' I IIIIII 1 I I r0 �J� M F `:17F n (Reserved for Recording Data) WARRANTY DEED STATE DEED TAX DUE HEREON: $1.65 Dated: N UVe mLo-.2, 2013 FOR VALUABLE CONSIDERATION, BLUFF CREEK SENIOR HOUSING L.L.C., a Minnesota limited liability company, Grantor, hereby conveys and warrants to the CITY OF CHANHASSEN, a Minnesota municipal corporation, Grantee, real property in Carver County, Minnesota, described as follows: See Exhibit "A" for legal description together with all hereditaments and appurtenances belonging thereto, subject to the following: 1. Building and zoning laws, ordinances, state and federal regulations; 2. Exceptions to title which constitute encumbrances, restrictions, or easements of record; and 3. Reservation of minerals or mineral rights to the State of Minnesota. Check box if applicable: ❑ The Grantor certifies that the Grantor does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property has not changed since the last previously filed well disclosure certificate. 173503 City Clerk's Certification Pursuant to M.S. 272.162 The undersigned hereby certifies: f Ce (Check one of the following:) That City subdivision regulations do not apply to this instrument. That the subdivision of land affected by this �ii T f e e instrument has been approved by the governing body of the City of Chanhassen. That municipal restrictions on the fling and recording of this instrument have been waived by a resolution of the governing body of the City of Chanhassen. That this instrument does not comply with municipal subdivision restrictions and the affected land and its assessed valuation should not be divided by the County Auditor. I Dated. By_ Deputy Ch!an�hassen City CClerk Printed Name: I-z6e C— (11'e r�¢rZ EDIT "A' Leal Description The North 306.00 feet of the following described parcel That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20 173503 BLUFF CREEK SENIOR HOUSING L.L.C. A Minnesota Limited Liability Company Its STATE OF MINNESOTA ) )Ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this ; 5M day of Nut mrrY 2013by v h C,'n the 11<c,'be f of Bluff Creek Senior Housing L.L.C., a Minnesota ' 'ted Liability Company, on bdklakf of said company. """' SUSAN A KERBER '��"' Notary Public F, State of Minnesota �,¢ My Commission Explrss January 31-, 2015 Tax Statements for the real property described in this instrument should be sent to: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, Minnesota 55317 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNU1'S0N Professional Association 1380 Corporate Center Curve, Suite 317 Eagan, Minnesota 55121 Telephone: (51) 452-5000 AM?gmo 1735M (Reserved for Recording Information) PARTIAL RELEASE OF MORTGAGE Date:J)ecF daj 2j4'—'L, 2013 FOR VALUABLE CONSIDERATION, the real property in Carver County, Minnesota, legally described as follows: The North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20 173505 are hereby released from the liens of the Mortgage, OWNED BY THE UNDERSIGNED, executed by Community Bank Mankato, a Minnesota Bank/Insurance Corporation, as Mortgagor, to Bluff Creek Senior Housing L.L.C., a Minnesota limited liability company, as Mortgagee, dated September 6, 2013, and filed for record September 6, 2013, as Abstract Document No. A583601 in the office of the County Recorder, Carver County, Minnesota. COMMUNITY BANK MANKATO A Minnesota Bank/Insurance Corporation STATE OF MINNESOTA ) )Ss. COUNTY OF &t& Fw K'rN ) The foregoing instrument was acknowledged before me this o261W day of Dcctm aE (( 2013,by MicrII+FL- L. KiuL, theSc-u%o+ ✓,LF rrfsioc r of Community Bank Mankato, a Minnesota Bank/Insurance Corporation, on behalf Qf� . Notary Public . :ER:IC G. POPPLERPubic-Minnesotaleaon E�ima Jan 31, 2015 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 1380 Corporate Center Curve, Suite #317 Eagan, MN 55121 Telephone: 65145 2-5 000 AMP/jmo 173505 (Reserved for Recording lnfornmlion) PARTIAL RELEASE OF MORTGAGE Date: f2&emA,6x 24�-' , 2013 FOR VALUABLE CONSIDERATION, the real property in Carver County, Minnesota, legally described as follows: The North 306.00 feet of the following described parcel: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Excepting any portion thereof within MNDOT Right -of -Way Plat No. 10-20. 173505 are hereby released from the liens of the Mortgage, OWNED BY THE UNDERSIGNED, executed by Community Bank Mankato, a Minnesota Bank/insurance Corporation, as Mortgagor, to Bluff Creek Senior Housing L.L.C., a Minnesota limited liability company, as Mortgagee, dated September 6, 2013, and filed for record September 6, 2013, as Abstract Document No. A583599 in the office of the County Recorder, Carver County, Minnesota. COMMUNITY BANK MANKATO A Minnesota Bank/Insurance Corporation B A437e L • [printname) ItsSEr.NTO✓Z V�tE P2L-S. 0EN STATE OF MINNESOTA ) )ss. COUNTYOF Ni(OIlef ) The foregoing instrument was acknowledged before me this -Z( day of DP(eYy)ber , 2013, by W C V AO L - VU y1Ci the S . V 1(e of Community Bank Mankato, a Minnesota B surance Corporation, on behalf of the bank. Qj,! "aj&- Notary Public '^ ALLISON JO WILSON Notary Public -Minnesota My Cammiesbn E)om Jan 31, 2018 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNursoN Professional Association 1380 Corporate Center Curve, Suite #317 Eagan, MN 55121 Telephone: 651452-5000 AMP/jmo 173505 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. 11/25/13 2013-08 ATTENTION Carole Hoeft RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 8/12/13 13 08 Site Plan Agree Ent 2013-08 Bluff Creek Senior Cottages) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Dave Pokorney, Community Asset Development Group copies for approval copies for distribution corrected prints 227-1107 If enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-8 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated August 12, 2013, by and between the CITY OF CHANIASSEN, a Minnesota municipal corporation (the "City"), and Bluff Creek Senior Housing, LLC., a Corporation under the laws of the State of Minnesota (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 13,700 square -foot continuing care retirement facility (Bluff Creek Senior Cottages), Planning Case 20I3-08 (referred to in this Site Plan Agreement as the 'Project'). The land is legally described in 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 Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written term shall control. The plans are: Plan A: (1 of 11) Boundary Survey dated received June 14, 2013, prepared by Sathre Bergquist Inc. Plan B: (2 of 18) Title Sheet dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan C: (3 of 11) Final Site Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan D: (4 of 11) Grading / Erosion Control Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan E: (5 of 11) Bluff Exhibit dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan F: (6 of 11) Preliminary Utility Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan G: (7 of 11) Civil Details dated Received June 14, 2013, prepared by BCE Consultant, LLC. SP-1 Plan H: (8 of 11) Landscaping Plan dated Received June 14, 2013, prepared by BCE Consultant, LLC. Plan I: (9 of 11) Floor Plan dated Received June 14, 2013, prepared by 292 Design Group. Plan J: (10 of 11) Exterior Elevations dated Received June 14, 2013, prepared by 292 Design Group. Plan K. (I I of 11) Rendering of the Exterior Elevation Received dune 14, 2013, prepared by 292 Design Group. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $90,710.00. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 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 registered mail at the following address: Dave Pokomey Community Asset Development Group 1 110 Yellow Brick Rd Chaska, Mn 55318 612 703 5709 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered 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. On August 12, 2013, the City Council adopted the following motion: "The City Council approves The site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota A geotechnical (soil evaluation) report is required. SP-2 Planning Conditions: All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: Park fees in the amount of $12,000 shall be collected as part of the site plan permit. Engineering Conditions: 1. An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area.. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. SP-4 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot bammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year stone event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the ourt€all shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. SP-6 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: 1. The applicant shall work with staff on minor plan modifications." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. CEFY OF CHANHASSEN BY: (SEAL) T Furl , Mayor AND: Ak d Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) SP-7 14i The foregoing instrwnent was acknowledged before me this 140day of �013, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. KAREN I NGELHARDT N( Publle-Minnesota M mypunminbn E V m Jan 31, 2015 SP-8 DEVELOPER M STATE OF MINNESOTA ) (SS COUNTY OF CF RyF R The foregoing instrument was acknowledged before me this 137H day of Noyem bet-2 , 2013, by lbry Iv POV.DRNE-f� C, Q, itc ., a Corporation under the laws of the State of Minnesota, on behalf of the company. NotaSUSAN :AK:ERBE]R blicState ofnesMy commn eNOTARY PUBLIC Januar. 2 DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP-9 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT CoMWA, �NNH ask AAn-Nk&, O 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. fA Dated this L day of IV oV FAA i2 E►L 12013. STATE OF MINNESOTA (ss. COUNTY OF B1� E F- The 2013, by _ was - BENJAMIN T. HOFFMAN Notary PublicMinnesota -' My Cwaftsion E*m Jan St, 2014 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 before me this II qih day of"'L'. ber , CITY OF CHANHASSEN GC-1 SITE PLAN AGREEMENT E)GHBTT "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) Site Plan 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, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices Of the County when the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 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 D, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is firll 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, dint and debris, including blowing materials, 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 City shall retain $3,180.00 Of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) GC-2 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 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 plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 90/a 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 Site Plan Agreement 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 Site Plan Agreement GC-3 F. Oceuoancy. 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 Site Plan Agreement 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 Site Plan Agreement shall not be a waiver or release. H Record' . This Site Plan Agreement shall ran with the land and may be recorded against the title to the property. L 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 Site Plan Agreement shall be from 7:00 am. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 pm. 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. Comnliance with Laws Ordinances and Regulations. In the development of the Property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 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. GC-4 A 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 Site Plan Agreement. 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 finther 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. GC-5 ESCROW AGREEMENT Bluff Cree Senior Cottages Site Plan Agreement 2013-8 THIS ESCROW AGREEMENT is made as of November 20, 2013, by and between Community Asset Development. Group, a limited liability corporation ("Developer"), and the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City'j. RECITALS A. The City has approved a site plan dated August 12, 2013, and recorded on as Document No. (" "), The Developer is required to provide the City Security to guarantee the performance of its obligations under the ("Obligations"). B. Developer has offered, and the City has agreed to accept, a cash escrow of $90,710 00 ("Escrowed Funds"). C. The parties to this Agreement wish to memorialize their agreement with regard to the remaining Obligations, the Escrowed Funds, and the conditions for their release. NOW, THEREFORE, in consideration of the mutual covenants of the parties contained herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Recitals. The above recitals are expressly made part of this Agreement and incorporated herein by this reference. 2. Escrowed Funds. Simultaneously with the execution of this Agreement, Developer has delivered to the City the sum Ninety Thousand, Seven Hundred Ten Dollars and 0/I00 ($90,710.00) ("Escrowed Funds"). City agrees that it shall hold the Escrowed Funds in trust as security for the performance of the Obligations, under the Site Plan Agreement. 3. Use of Escrowed Funds If the Developer does not perform its obligations in a timely manner the City may use the escrowed funds to cure the default. 3. Release of Escrowed Funds. Unless previously drawn down by the City in accordance with the terms of the Site Plan Agreement, the City will release the Escrowed Funds to the Developer upon completion of the Developer's obligations under the Site Plan Agreement. As the Developer completes work required under the Development Agreement, upon the Developer's request the City will make partial reductions in the Escrowed Funds. 4. Notice. Any notice required to be given to Developer or City pursuant to this Agreement shall be in writing and shall be deemed duly given: (i) on the date of personal 148015v1 RNK:10/01/2009 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax:952.227.1110 Building Inspections Phone:952.227,1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone:952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.11 Fax:952.2271404 Planning & Natural Resources Phone:952.227.1130 Fax:952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax:9522271110 Web Site www.ci.chanhassen.mn.us August 22, 2013 Mr. Mark Lundgren Carver County Auditor Carver County Government Center Administration Building 600 East Fourth Street Chaska, MN 55318-2102 Re: Rural Service District Parcels Dear Mr. Lundgren: Attached please find a resolution removing Parcel No. 25-0270400 from the Rural Service District for taxes payable in 2013. If you have any questions or need additional information, please contact me at (952) 227-1134 or saijaff(cr�ci.chanhassen.mn.us. � r • Sharmeen Al-Jaff Senior Planner SAJ:k Enclosures SCANNED Chanhassen is a Community for Life - Providing forToday and Planning forTomormw CERTIFICATION STATE OF MWNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2013-39, "A Resolution Removing Property from the Rural Service District" adopted by the Chanhassen City Council on August 12, 2013, with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 21 st day of August, 2013. K 4ar J�&EWrdt. De ty Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 12 2013 RESOLUTION NO: 2013-39 MOTION BY: Ernst SECONDED BY: McDonald A RESOLUTION REMOVING PROPERTY FROM THE RURAL SERVICE DISTRICT WHEREAS, the City of Chanhassen has established rural and urban service districts; and WHEREAS, property within the Metropolitan Urban Services Area is, or can be, served by sewer and water service; and WHEREAS, the City of Chanhassen must determine this property which shall be located within the rural service district; and WHEREAS, property that has received approval from the City for development purposes may no longer be considered rural. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby specifies the property in Exhibit 1 be removed from the Rural Service District. Passed and adopted by the Chanhassen City Council this 12`s day of August, 2013. ATTEST: Todd Gerhardt, City Manager YES NO Furlong Ernst Laufenburger McDonald Tjornhom Thomas A. Furlong, Mayor ABSENT EXHIBIT 1 LIST OF PROPERTIES TO REMOVE FROM THE RURAL SERVICE DISTRICT August 12, 2013 PID Number Owner 25-0270400 BLUFF CREEK SENIOR HOUSING LLC /3-0� Chanhassen City Council — August 12, 2013 there are other comments I would certainly entertain a motion. Mr. McDonald, since you were leaning forward. Councilman McDonald: I make a motion that the Chanhassen City Council approves a 5.8% hard cover variance to permit the construction of a single family home subject to the conditions of the staff report and adoption of the Chanhassen Board of Appeals and Adjustments Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Motion's been made and seconded. Any discussion on that motion? Hearing none we'll proceed with the vote. Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approves a 5.8 percent hardcover variance to permit the construction of a single family home subject to the following conditions and adoption of the Chanhassen Board of Appeals and Adjustments Findings of Fact: The builder shall provide a tree survey as part of the building permit process. The builder shall try to preserve the trees at the perimeter of the property. 2. The building shall be limited to the split level house design. 3. The builder shall apply for a building permit and meet all requirements of said permit. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Thank you everyone. Appreciate your understanding. BLUFF CREEK COTTAGES, NORTH OF PIONEER TRAIL AND WEST OF BLUFF CREEK _BOULEVARD. APPLICANT: CHESTNUT GROUP, LLC/OWNER: JOHN KLINGELHUTZ: REQUEST TO REZONE 8.9 ACRES FROM AGRICULTURAL ESTATE DISTRICT (A-2) TO _MIXED MEDIUM DENSITY RESIDENTIAL (R-8): SITE PLAN REVIEW WITH VARIANCES FOR THE CONSTRUCTION OF A SENIOR HOUSING FACILITY: CONDITIONAL USE PERMIT TO ALLOW DEVELOPMENT WITHIN THE BLUFF CREEK OVERLAY DISTRICT• AND A RESOLUTION APPROVING REMOVAL OF THE SITE FROM THE RURAL SERVICE AREA. Kate Aanenson: Thank you Mayor, members of the City Council. This request did appear before the Planning Commission on July 160'. Whoops. Got the wrong project up. Sony. It's located off of Pioneer Trail. This is a property that, it was impacted by the 212 interchange. At one time before the design build came forward with the 212 there was potentially proposed an interchange at this location of the confluence of Pioneer Trail and actually the new Pioneer Pass Road, Bluff Creek Road going into Pioneer Pass. So part of this property shown here will eventually be vacated and that would be this area right in here so it's a little, and we have steep slopes on the back side as we go towards Liberty on Bluff Creek so this site, while it was given medium density, it's kind of topographically separated from the rest of the city. The land use on, the current land use and zoning on this property is medium density but it's zoned agricultural so surrounding it, as I mentioned we have the Liberty on Bluff Creek which is also PUD Medium Density. We have a neighborhood from Chaska that's immediately to the west of this property, and then the new park for Pioneer Pass and the Pioneer Pass subdivision. Again then eventually 14 SCANNED Chanhassen City Council — August 12, 2013 the right-of-way for the 212 will be vacated as MnDOT moves through that process. So this request is for the rezoning from A-2 to R-8, consistent with the guiding of the property. A site plan approval for a care retirement facility, and a conditional use permit for grading within the Bluff Creek_ So the rezoning is actually approximately 8.9 acres. So again the zoning on the property, as we just talked about, would go then to medium density consistent with the Comprehensive Plan. The site plan does not take up a lot of the property. It is actually kind of centered in the site itself and the building itself would be a 24 unit senior care facility. This would be very similar to what we did. We created the definition for the Beehive project that's currently under construction on Highway 41 so similar kind of setting where we found this kind of transitional use where we were kind of blending between a high density, low density, kind of a nice combination of where we have limited access. Again the one on 41, the issue there was until we get the property to the south developed we needed something with low turning movements coming in and out of that property. So this site again leads well to this type of use so again 24 beds. We created that definition. Fitting in the, it has to be a medium density zoning district, what this is, and excuse me one story, yeah. And the total site coverage is very low so for the entire parcel. Now one of the questions that was raised from the neighborhood, could another facility be built on this? Potentially. Again that would be depending on the vacation of the right-of-way and the timing of that and utilities to the site. Again access would be off of Pioneer Trail and that was another one of the issues. Going back to the siting of this property, you have an access going in to Pioneer Pass via Bluff Creek so there's some turning movements there so with the limited access required for this, because of senior care facilities, it really is a good use for this type of a location. So this is the building itself located on the site. It's a high quality materials, and I do have the material board here if we can just look at that for a second. So high quality materials. Compliment Sharmeen AI-Jaff on our staff who worked with the applicant to kind of improve the look of the building. Some of the pitches and some of the materials on the site so it'd be similar to what we've got, kind of the prototype that we set with the Beehive standard. So the cultured stone at the entry and that sort of thing so we believe it's very well designed. One of the issues that was brought up with the neighbors was the location of the building from that one house that's in Chaska so that would be the closest house on the Chaska site, and that is actually the fast floor elevation is about 912. This would be at 913 so they're actually pretty similar in elevation so it's a big change in character for that neighborhood. You're going across the pond there so it's actually about 300 feet across so there's a pretty good separation between the units. I guess that was one of the issues, if we go back to when we did the Centennial Hills, that neighborhood. Same kind of issue. We've got about 300 foot separation and with the growth and maturity of the trees over time, the look that they would have again would diminish. The visual impact. This property is in the Bluff Creek corridor and so it does require a conditional use for grading. We talked about some of the grading that will have to go on in this so it's just grading and the secondary district, not the primary district so it's the first 20 feet that would then require a buffer. One of the other issues that was brought up by the neighbors was the sewer connection. I'll go back to a little bit different drawing so the sewer connection, when we looked at this, the city engineer, myself talking to the applicant, you could come in from the north, which would actually be off of Liberty on Bluff Creek but you have to come through, there's a pretty steep ravine coming across so actually the City of Chaska has the capacity to service this site so that would be the City's water, which would come down along Pioneer Trail which we have access to, but the sewer would actually come through Chaska so we're working on the agreement with that. The neighbors were concerned about that lift station, the capacity of that. We believe in talking to their city engineer, that's been resolved but we're going to form a letter from them before this site plan is executed and make sure that's all put in place. The residents in Chaska were concerned about that, if the lift station had that capacity so we'll get a final report on that, but with that the staff is recommending approval of this application and finally there is, this area is in the rural service district so there's an additional motion that did not appear before the Planning Commission but that would be taking this property out of the rural service district as it's being developed, so with that I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions for staff. Mr. McDonald. 15 Chanhassen City Council — August 12, 2013 Councilman McDonald: Can you go back and explain to me about how you gain entry to the property because if that's the property line then that means they're going across what to be able to get to the property? Could you go back through that because you said something about the State owns the right-of- way. Kate Aanenson: Yep. Yeah, so this piece of property, this is the excess right-of-way that MnDOT still has because this was intended before we did the design build, intended and purchased, intended for an interchange at this location. That was eliminated so this is still an excess right-of-way so they will get, just like we did over here to get to Pioneer Pass, Bluff Creek Drive, we constructed this road through the MnDOT right-of-way and that will also happen here so I'll be working with MnDOT to secure the location of that driveway. So this is the separation that we were concerned about. Just making sure we had enough space between the Bluff Creek Drive going into Pioneer Pass. This is the new park and then making sure we've got enough separation there so looking at the uses, and could it have been, at 8 units an acre it could have been a lot different product but again I know I was challenged a little bit about this by the Planning Commission. We don't typically like to put senior housing kind of isolated away from other services, but it's actually kind of a good transition use so we felt good about that. That location of that use there. Councilman McDonald: Now when we built the property up on 41, I know that we discussed traffic coming in and out and wasn't that because of the use of this home. I mean you're not looking at a lot of single family cars and those things. It was more buses and kind of mass transit. Maybe families coming to visit every so often so it's not a lot of traffic as I recall. Kate Aanenson: No. The number of employees is in the staff report. They have you know the major shift at 3 employees. They have 15 parking spaces but again it's nominal as far as there'll be service deliveries and the like but it wouldn't be anything like you would have for, if we had 8 units an acre in there on the 8 buildable acres so it's significantly less and that was one of the concerns that the city engineer had regarding turning movements on that when you've got another major corridor, Bluff Creek going up. That would be conflicting turning movements with the spacing requirements. Councilman McDonald: Okay, thank you. No more. Mayor Furlong: Thank you. Other questions. Councilman Laufenburger. Councilman Laufenburger: Kate, can you talk a little bit about water and sewer again with this picture up here? Kate Aanenson: Sure. Yeah. Councilman Laufenburger: Did you say that the water would come from the north to the south and the sewer would come along Bluff Creek Boulevard? Kate Aanenson: Sure. The water is in Bluff Creek Drive so it's going to be coming across Bluff Creek Boulevard. Bluff Creek Drive, sorry. Bluff Creek Drive so it'd be coming over here. Councilman Laufenburger. Water in. Kate Aanenson: Water, it's coming this way. Councilman Laufenburger. And that's Chanhassen. 16 Chanhassen City Council — August 12, 2013 Kate Aanenson: Correct. The sewer would have to come this way so rather than you know coming through this area, and this isn't showing topography but it's very steep through here coming through Liberty on Bluff Creek because the sewer is up there. That it's coming from Chaska this way. Councilman Laufenburger: Okay, so just back up you said to come from, for Chanhassen to service the sewer it would have to come from the northwest. Kate Aanenson: That's correct. Councilman Laufenburger. Okay. Kate Aanenson: Quite a ways and some environmental, yep. Councilman Laufenburger. But so what you're saying here is that Chaska, you're in discussions with Chaska for Chaska to take the sewer. Kate Aanenson: Yes. Councilman Laufenburger: And of course they would be compensated by the developer for that, is that correct? Kate Aanenson: Correct, yep. Councilman Laufenburger: Okay. Does that pose any problems for water to come from us, sewer to go from, I mean clean water comes from Chanhassen and gray water goes to Chaska. Kate Aanenson: Yeah. Councilman Laufenburger: Is that okay? Kate Aanenson: Something like that. I'll let Paul address that but again I just want to reiterate some of the neighbors in this area were concerned about that lift station and they, the City of Chaska has upgraded that so that's what we're waiting to get the verification so, make sure that can be resolved. I'll let Paul answer that question. Paul Oehme: Sure, Councilman Laufenburger. We have agreements with other communities for services similar to this so on billing purposes it shouldn't be very much of a problem. Councilman Laufenburger: Okay. Alright. Kate Aanenson: As long as you're on this slide, I think I'd like to show you again kind of, it's illustratively I think it might be easier to see. This is the house where that, the elevation would be about 912 and then this building would be 913 so you're kind of looking across this wetland here. So again it's about 300 feet between the house and then the building. Mayor Furlong: Thank you. Other questions? Ms. Aanenson, the intended use here or the proposal is for the senior living. Kate Aanenson: Correct. 17 Chanhassen City Council — August 12, 2013 Mayor Furlong: Correct. What, are there other possible uses for this property if it's built? Kate Aanenson: Yes. Mayor Furlong: The way it is proposed. Kate Aanenson: If the senior housing went away? Mayor Furlong: (Yes). Kate Aanenson: Yes. It is guided for medium density, which would allow up to 8 units an acre so it could be, it could be an apartment at that. It could be a townhouse at that. It could come in in some other format. Mayor Furlong: But if there was a different, instead of seniors, is it possible for just 24 adults to live there? Kate Aanenson: Yes. Oh in that, no. Actually that's what we put together in that senior ordinance that we did, that is limited to seniors. Mayor Furlong: Okay. Kate Aanenson: They would have to come back and amend that, and we spent a lot of time drafting that ordinance last summer. Working with the attorney's office on that and then, so we also figured a way to get some impact fee on that too so I think the definition that we've got is clearly intended to be seniors. I think that came up when we were concerned about it, it might become some other type of group home, halfway house, something like that so we've got that, they would have to come back and request that. Mayor Furlong: So our ordinance provides the City to insure that the intended use as is being presented here tonight would be the use. Kate Aanenson: Yep. Yeah, we define what a senior was and the like. Mayor Furlong: Alright. Thank you. Any other questions for staff at this time? Is the applicant or their representative here? Any comments you'd like to make? Dave Pokorney: Hello, my name's Dave Pokorney of 1403 Valley View Road, Chaska. Mayor Furlong: Welcome. Dave Pokomey: Yes, and I do represent Community Asset Development who is the development team on this project. Mayor Furlong: Okay. Dave Pokomey: First I'll say of the, I don't know it's like 48 conditions. I think it's the longest list of conditions I've ever seen but we do, we're in agreement with all of them. Mayor Furlong: Oh really? 18 Chanhassen City Council — August 12, 2013 Dave Pokomey: Yeah. Did a good job with conditions. Relative to the sewer, we've had discussions with Chaska about this. They're now in the process, they're going to do a study basically to calculate what number of units. I don't think they're really that concerned about 24. They're concerned if it ever got bigger. From our standpoint and the ultimate users, which would be the Chestnut Group who would own the building, it's probably, we don't see us expanding on the site. With senior assisted memory care kind of facilities, this size of having 24, or more than 24 at a single location really doesn't make economic sense so it's unlikely. I'm not saying that it would never happen but it's unlikely so we're not really too concerned about the sewer issue. We think we can work that out. If we had to, if it couldn't work then we recognize, you know it'd have to go to the north. We think there's a lot of environmental issues with that. It probably means you have to directional bore it and we've looked at it. It's feasible. It's just, even directional boring could cause some issues given the slopes that are there. Relative to the neighborhood, we did have a neighborhood meeting. I think generally we had a very positive response. You know this is, as I said at the Planning Commission, I was glad that it did not have to come before the Planning Commission and try to seek some of the other uses that were proposed on the site. I mean you know if this was, back when townhouses were a hot product, you could have seen somebody wanting to put something like that here. That can fit. It had some real grade issues. It had some sight line issues were really problematic with that so we really think this is a great use for this site but relative to sight lines today, if that building was there today and you were in one of homes to the west, you couldn't see it. I mean the trees are high enough that they would block that. But I have been there in the winter and during the winter you see right through the trees so this unit will be visible from the homes on the west during the winter times and there really isn't anything to affect that because they're both basically at the same grades. And the 912 elevation, we had looked, that was actually the average elevation of all the, there were half a dozen houses. They're all basically at the same elevation. So we tried to build a unit that is very residential in character and quite frankly that's for our own marketing. These types of units where people have, seniors that have some of the memory care issues. You want to make them simple and low key and feel like they're living at home and so we want to avoid actually the larger type of multiple living units. 24 is really kind of a maximum and we try to keep it as simple of a place as we could create so we're excited about the project. We would hope if it's approved to begin construction yet this fall and with a completion sometime next year. We do have a number of other permits that we need to resolve. We need to get the County permit. By the way it does appear that the County permit will deal with MnDOT's right-of-way. They have been having discussions. We've had discussions with the County. We know just what we need to do now for that permit and we need to resolve the Chaska issue also. But we think that all can get done and by mid -September we can be under construction. Mayor Furlong: Thank you. Any questions for Mr. Pokomey? Mr. Laufenburger. Councilman Laufenburger: Just one Mr. Pokomey. Have you, is your, the CAD. Dave Pokomey: Community Asset Development Group. Councilman Laufenburger: Yes. Have you developed other units or other properties like this? Dave Pokomey: Yes. Councilman Laufenburger: Can you talk about where? Dave Pokomey: We have done, let's see we have completed one in the city of Mountain Lake, Minnesota. That's actually very similar except there the, it's really more focused on not people with memory care issues so it's a little larger units. We're under construction with one in Winthrop, Minnesota and we were involved as a development consultant for Auburn Manor. They built a facility in Waconia that opened about a year ago. 19 Chanhassen City Council — August 12, 2013 Councilman Laufenburger. Okay, so you have some experience with this. Thank you Dave. Dave Pokomey: Plus I'm getting old. Councilman Laufenburger: You're building your retirement home. Dave Pokorney: Right. Councilman Laufenburger: Thanks Dave. Mayor Furlong: Thank you. Any follow up questions for staff? If not, thoughts and discussion from members of the council. Councilwoman Tjornhom: I'll just start by saying. Mayor Furlong: Please. Councilwoman Tjornhom: I think this is a good development. I think I was reading, some of the criteria's for choosing us to be one of the fourth best cities was the fact that we were involving our youth and we were also trying to take care of our older residents as far as residential living facilities so I think this is a good example of that so thank you for this. I know we've had several members from our senior commission talk about this. This is a real issue in town and so I'm glad you're coming in and so I will be voting yes on this issue. Mayor Furlong: Thank you. Other thoughts? Comments. Councilwoman Ernst. Councilwoman Ernst: Yeah I think this will be a great addition to the city so I will support this project. Mayor Furlong: Thank you. Anything else? No? It seems to be a good use of the property. A good fit. Understand the concerns of the neighbors to the west but clearly from the alternatives of what could be there and the use, I think it makes a lot of sense and it provides another housing need. Another housing opportunity for our residents as was mentioned by Councilwoman Tjomhom so I think it's a very good project and thank you for bringing it forward, and for all involved with this and staff and others for bringing the project to us this evening. With that if there are no other comments, would somebody like to make a motion? Councilwoman Ernst: Sure. Mayor Furlong: Councilwoman Ernst. Councilwoman Ernst: I make a motion that we approve a rezoning of property from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8), Site Plan approval for construction of a continuing care retirement facility, Bluff Creek Cottages, Conditional Use Permit to allow development within the Bluff Creek Overlay District and adopt a resolution removing this parcel from Rural Service District subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: Second. 20 Chanhassen City Council — August 12, 2013 Mayor Furlong: Motion's been made and seconded. Any discussion? Hearing none we'll proceed with the vote. Councilwoman Ernst moved, Councilman McDonald seconded to approve Planning Case #2013- 08 to rezone 8.9 acres of property zoned A2, Agricultural Estate District, to R-8, Mixed Medium -Density Residential Bluff Creek Cottages contingent upon site plan approval, as shown in plans dated received June 14, 2013, and adoption of the Findings of Fact. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ernst moved, Councilman McDonald seconded to approve the conditional use permit for Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 14, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 2. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 4. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 5. The applicant must apply for and receive a NPDES construction permit prior to any earth -disturbing activity. 6. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 8. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 9. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 10. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 21 Chanhassen City Council — August 12, 2013 11. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 12. The geotextile fabric shall have a permittivity value of 0.5 or higher. 13. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 14. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 15. The outfall for the sormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 16. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 17. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 18. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 19. The bioretention feature shall be designed such that it drains within 48 hours. 20. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stornwater Manual "Guidelines for filter strip pre-treatment sizing", a forebay or a sump manhole at least three feet in depth. 21. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 22. The applicant is responsible for all other permits and approvals." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ernst moved, Councilman McDonald seconded to approve the site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff 22 Chanhassen City Council — August 12, 2013 Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Buildine Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. Add one hydrant at the intersection of Pioneer Trail and the entrance road. 2. In addition to 12-inch address numbers on the building, address numbers will be required at driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A PN, Post indicator valve will be required. 4. Yellow painted curbing and 'No Parking Fire Lane' signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Planning Conditions: 1. All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 23 Chanhassen City Council — August 12, 2013 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: 1. Park fees in the amount of $12,000 shall be collected as part of the site plan permit. Eneineerina Conditions: An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 7. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 24 Chanhassen City Council — August 12, 2013 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the corners of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 25 Chanhassen City Council — August 12, 2013 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 26 Chanhassen City Council — August 12, 2013 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: 1. The applicant shall work with staff on minor plan modifications. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Resolution #2013-39: Councilwoman Ernst moved, Councilman McDonald seconded that the City Council approve a Resolution removing property from the Rural Service District. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PRESERVE AT RICE LAKE: SOUTH OF WEST 86rn STREET, NORTH OF TH 212 AND EAST OF TH 101, APPLICANT: J & S VENTURES 1. INC: REOUEST FOR A LAND USE MAP AMENDMENT FROM RESIDENTIAL -LOW DENSITY TO RESIDENTIAL -LOW AND MEDIUM DENSITY: REZONING FROM SINGLE-FAMILY RESIDENTIAL (RSF) AND MIXED LOW DENSITY RESIDENTIAL (R4) TO PLANNED UNIT DEVELOPMENT - RESIDENTIAL (PUD-R): PRELIMINARY PLAT OF 13.22 ACRES INTO 16 LOTS AND 2 OUTLOTS WITH VARIANCES: SITE PLAN REVIEW, AND WETLAND ALTERATION PERMIT. Kate Aanenson: Thank you Mayor, members of the City Council. This item also was heard by the Planning Commission on July 166' and they did recommend approval. The subject location is actually at the end of West 86"' Street, abutting against 212. The existing condition of the site is, it's encumbered by a wetland. It's actually in shoreland district of Rice Marsh Lake which I'll show in a little bit more detail. There's 13 acres of wetland. We did talk about this in the concept, when this came in because it was a little bit problematic to try to get the lot sizes to work on there so we actually up zoned this property. In an up zoning we still had to maintain the 4 units an acre and you'll see how that plays out as we move through the design of the project itself. So as I mentioned it's in the shoreland district, so you can see the different tiers of the shoreland district where it has different requirements for building within, lot size requirements so again in order to accomplish what the developer wanted to do, we had to go to the medium density allowed the small lot sizes and allowed some flexibility within the shoreland district requirements. So anything within that 1,000 square feet, even if it's a portion of a lot falls within the shoreland district. So as I stated the existing land use was low density and the zoning then was RSF and R-4 which did allow the 15,000 square foot lots or for the twinhomes also in the R-4. So to accomplish again what the developer wanted to do, we have to do an up zone to get to the medium density so this application, as you just stated Mayor, includes a land use amendment, a rezoning, a subdivision, variance, 27 )3-o'-K CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO.585 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CTI'Y CODE, THE CrIY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning the Bluff Creek Cottages site (see exhibit A for legal description) from Agricultural Estate District, A2, to Mixed Medium Density Residential, R-8. Section 2. The rezoning of this property is subject to all conditions of City Council approval. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning heremabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 12m day of August 2013. ATTEST: .. L Todd Gerhard, City Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on August 22, 2013) SCANNED EXIIIBIT A PROPERTY DESCRIPTION That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. 13—ag CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 585 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning the Bluff Creek Cottages site (see exhibit A for legal description) from Agricultural Estate District, A2, to Mixed Medium Density Residential, R-8. Section 2. The rezoning of this property is subject to all conditions of City Council approval. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 12th day of August 2013. ATTEST: Todd Gerhard, City Manager i Thomas A. Furlong, Mayor EXHIBIT A PROPERTY DESCRIPTION That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, alongtheeastlineof said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 1 feet (620.50 feet deeded), to the last line of said Northwest Quarter of the Southeast Quarter; thence j on a bearing of North 00 degrees 28 minutes 16 seconds West, along ! the said east line of the Northwest Quarter of the Southeast Quarter: d in the Chanhassen on Thursday, August 22, Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended. vP (B) The printed public notice that is attached to this Affidavit and identified as No. (o -J- was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abodefghjjklmnopgrstu jay: Laurie A. Hartmann Subscribed and sworn before me on PA this day of 2013 y JYMME JEANNE7TE BARK 1 / NO'AW PL'&1C • M:NNESO?A My COMMISSION EXPIRES Ot(31/'8 N blic 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 r CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 9/12/13 2013-08 ATTENTION Carole Hoeft RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 8/12/13 13-08 Conditional Use Permit for Bluff Creek Cottages THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: David Pokorney, Community Asset Development Group copies for approval copies for distribution corrected prints N enclosures are not as noted, kindly notify us at once. SCANNED v CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT #2013-08 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: Application of Community Asset Development Group to construct a 13,700 square -foot, one-story, 24-bed Continuing Care Retirement Facility (Bluff Creek Cottages) within the Bluff Creek Overlay District. 2. Property, The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. 3. Conditions. The permit is issued subject to the following conditions: a. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." b. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. c. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. d. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. e. The applicant must apply for and receive a NPDES construction permit prior to any earth -disturbing activity. f. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part R and submit this SWPPP to the city for review and comment. g. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area h. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. i. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. j. All outfalls, including the curb cut, shall be stabilized within 24 hours of k. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 1. The geotextile fabric shall have a permittivity value of 0.5 or higher. m. The model shall be amended to show that the peak discharge rate at the curb out is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. n. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. o. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 2 1r p. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". q. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. r. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the City- S . t. The bioretention feature shall be designed such that it drains within 48 hours. u. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre-treatment sizing", a forebay or a sump manhole at least three feet in depth. v. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. w. The applicant is responsible for all other permits and approvals. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lame. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 12, 2013 CITY OF CHANHASSEN By: Tho as A. F long, Ma By: odd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /lo day of t rc.�� 2013, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. Notary Public -Minnesota .r nTIWW EN Inm Jan 31, 2015 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 Pond Storage Calculations PROJECT : Chanhassen Senior Housing PROJECT # : NURP POND CALCULATION • ENTIRE SITE Rational Method Q = CIA 0.17 Acre Feet Total Drainage Area (A)= 1.50 Acres Rainfall Event(I)= 2.5 Inches C= 0.55 _ice OF CHANHASSEP: RECEIVED MAR 1 5 ZU13 CHANHASSEN PLANNING DEPT DATE: 10-Feb BY: SJB ELEVATION AREA AREA. VOLUME - ACCUM.STOR FT. _SF AC AC -FT AC -FT POND - SIZE Surface Pond Area = 0.12 acres Mean Pond Depth = 1.42 feet Permanent Pool Required = 0.17 ac-ft Permanent Pod Provided = 0.17 ac-ft Page 1 LIVE AC -FT SCANNED 0.69 AC 0.57 AC CSH Impervious t�,ZCSH Pervious OND NW POND ENT RD AEntrance Road 2P INFILTRATION BASIN Subca Rich on Link Routing Diagram for 2012-12-31 Proposed Hydrology Prepared by HydmCAD SAMPLER 1-800-927-7246 w hydrocad.W, Pnrded 2/10/2013 HydroCADD 10.00 Sampler s1n S15802 0 2012 HydroCAD Sofeware Sdubms LLC 2012-1231 Proposed Hydrology Prepared by HydroCAD SAMPLER 1-800-927-7246 HvdroCAD® 10.00 Sampler s/n S15802 n 2012 HvdroCAD 1 Type l/ 24-hr 72.00 hrs 2 year Rainfall=2.80" Printed 2/10/2013 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 0.67 AC: CSH Pervious Runoff = 0.08 cfs @ 35.86 hrs, Volume= 0.014 af, Depth= 0.29" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 2 year Rainfall=2.80" Area (so CN Description 24,907 61 >75% Grass cover, Good HSG B 24,907 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 7.0 Direct Entry, Summary for Subcatchment 0.69 AC: CSH Impervious Runoff = 1.04 cfs @ 35.76 hrs, Volume= 0.148 af, Depth= 2.5T' Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 2 year Rainfall=2.80" Area (so CN Description 4,615 100 Pond 13,788 98 Senior Housing 11.690 98 Parkina Lot 30,093 98 Weighted Average 30,093 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment ENT RD: Entrance Road Runoff = 0.37 cfs @ 35.76 hrs, Volume= 0.053 af, Depth= 2.5T' Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type 11 24-hr 72.00 hrs 2 year Rainfall=2.80" 2012-1231 Proposed Hydrology Type II 24-hr 72.00 hrs 2 year Rainfall=2.80" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/10/2013 HydroCAD®10.00 Sampler s/n S15802 @ 2012 HydroCAD Software Solutions LLC Page 3 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Area (sf) CN Description 10,719 98 Access Drive 10,719 100.00% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Direct Entry, Summary for Pond 2P: INFILTRATION BASIN Inflow Area = 0.246 ac,100.00% Impervious, Inflow Depth = 2.57" for 2 year event Inflow = 0.37 cfs @ 35.76 hrs, Volume= 0.053 of Outflow = 0.01 cfs @ 41.38 hrs, Volume= 0.053 af, Atten= 97%, Lag= 337.6 min Discarded = 0.01 cfs @ 41.38 hrs, Volume= 0.053 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Peak Elev= 904.73' @ 41.38 hrs Surf.Area= 1,117 sf Storage= 1,309 cf Flood Elev= 905.00' Surf.Area= 1,237 sf Storage= 1,632 cf Plug -Flow detention time= 1,465.4 min calculated for 0.053 of (100%of inflow) Center -of -Mass det. time= 1,465.4 min ( 3,719.7 - 2,254.3 ) Volume Invert Avail.Storage Storage Description #1 903.00' 1,632 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 903.00 424 0 0 904.00 801 613 613 905.00 1,237 1,019 1,632 Device Routing Invert Outlet Devices #1 Discarded 903.00' 0.370 in/hr Exfiltration over Surface area #2 Primary 904.80' 6.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OutFlow Max=0.01 cfs @ 41.38 hrs HW=904.73' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=903.00' (Free Discharge) t2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 2012-1231 Proposed Hydrology Type 1124-hr 72.00 hrs 2 year Rainfall=2.80" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/10/2013 HydroCAD010.00 Sampler s/n S15802 @ 2012 HydroCAD Software Solutions LLC Page 4 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Pond POND: NW POND Inflow Area = 1.263 ac, 54.71 % Impervious, Inflow Depth = 1.54" for 2 year event Inflow = 1.10 cfs @ 35.76 hrs, Volume= 0.162 of Outflow = 0.08 cfs @ 37.37 hrs, Volume= 0.161 at, Atten= 93%, Lag= 96.2 min Primary = 0.08 cfs @ 37.37 hrs, Volume= 0.161 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Peak Elev= 906.63' @ 37.37 hrs Surf.Area= 5,906 sf Storage= 3,532 cf Flood Elev= 908.00' Surf.Area= 7,356 sf Storage= 12,589 cf Plug -Flow detention time= 745.2 min calculated for 0.161 of (100% of inflow) Center -of -Mass det. time= 736.8 min ( 3,037.4 - 2,300.6 ) Volume Invert Avail.Storage Storage Description #1 906.00' 12,589 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 906.00 5,262 0 0 907.00 6,280 5,771 5,771 908.00 7,356 6,818 12,589 Device Routing Invert Outlet Devices #1 Primary 906.00' 12.0" Round Culvert L= 112.0' CMP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert-- 906.00' / 900.00' S= 0.0536 T Cc= 0.900 n= 0.120, Flow Area= 0.79 sf #2 Device 1 906.00' 2.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 906.70' 6.0" Vert Oriflce/Grate C= 0.600 #4 Device 1 907.50' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=0.08 cfs @ 37.37 hrs HW=906.63' (Free Discharge) t1=Culvert (Passes 0.08 cfs of 0.41 cfs potential flow) Orifice/Grate (Orifice Controls 0.08 cfs @ 3.57 fps) 3-Orifice/Grate ( Controls 0.00 cfs) 1-Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 2012-1231 Proposed Hydrology Type // 24-hr 72.00 hrs 10 year Rainfall=4.20" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/102013 HydroCAD®10.00 SamDler s/n S15802 © 2012 HvdroCAD Software Solutlons LLC pane 5 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net, Full programs also include complete documentation, technicalsup port, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 0.57 AC: CSH Pervious Runoff = 0.34 cfs @ 35.81 hrs, Volume= 0.044 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt-- 0.01 hrs Type II 24-hr 72.00 hrs 10 year Rainfall=4.20" _ Area (sf) CN Description 24,907 61 >75% Grass cover, Good HSG B 24,907 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Summary for Subcatchment 0.69 AC: CSH Impervious Runoff = 1.57 cfs @ 35.76 hrs, Volume= 0.228 af, Depth= 3.96" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 10 year Rainfall=4.20" Area (sf) CN Description 4,615 100 Pond 13,788 98 Senior Housing ' 11,690 98 Parking Lot 30,093 98 Weighted Average 30,093 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment ENT RD: Entrance Road Runoff = 0.56 cfs @ 35.76 hrs, Volume= 0.081 af, Depth= 3.96" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type 11 24-hr 72.00 hrs 10 year Rainfall=4.20" 2012-1231 Proposed Hydrology Type/1 24-hr 72.00 hrs 10 year Rainfall=4.20" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/102013 HydroCAD010.00 Sampler s/n S15802 @ 2012 HydroCAD Software Solutions LLC Page 6 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsup port, training materials, and additional features which are essential for actual design work. Area (sf) CN Description 10,719 98 Access Drive 10,719 100.00% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Direct Entry, Summary for Pond 2P: INFILTRATION BASIN Inflow Area = 0.246 ac,100.00% Impervious, Inflow Depth = 3.96" for 10 year event Inflow = 0.56 cfs @ 35.76 hrs, Volume= 0.081 of Outflow = 0.45 cfs @ 35.85 hrs, Volume= 0.081 af, Atten= 19%, Lag= 5.8 min Discarded = 0.01 cfs @ 35.85 hrs, Volume= 0.062 of Primary = 0.44 cfs @ 35.85 hrs, Volume= 0.019 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt-- 0.01 hrs Peak Elev= 904.89' @ 35.85 hrs Surf.Area= 1,188 sf Storage= 1,496 cf Flood Elev= 905.00' Surf.Area= 1,237 sf Storage= 1,632 cf Plug -Flow detention time= 1,206.4 min calculated for 0.081 of (100% of inflow) Center -of -Mass det. time= 1,206.5 min ( 3,435.6 - 2,229.0 ) Volume Invert Avail.Storage Storage Description #1 903.00' 1,632 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 903.00 424 0 0 904.00 801 613 613 905.00 1,237 1,019 1,632 Device Routing Invert Outlet Devices #1 Discarded 903.00' 0.370 in/hr Exfiltration over Surface area #2 Primary 904.80' 6.0' long x 0.6 breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OufFlow Max=0.01 cfs @ 35.85 hrs HW=904.89' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.44 cfs @ 35.85 hrs HW=904.89' (Free Discharge) t-2=Broad-Crested Rectangular Weir (Weir Controls 0.44 cfs @ 0.83 fps) 2012-12-31 Proposed Hydrology Type // 24-hr 72.00 hrs 10 year Rainfall=4.20" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydror-ad.net Printed 2/10/2013 HydroCAD010.00 Sampler s/n S15802 02012 HydroCAD Software Solutions LLC Page 7 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, tech nicalsupport, training materials, and additional features which are essential for actual design work. Summary for Pond POND: NW POND Inflow Area = 1.263 ac, 54.71 % Impervious, Inflow Depth = 2.58" for 10 year event Inflow = 1.90 cfs @ 35.76 hrs, Volume= 0.272 of Outflow = 0.25 cfs @ 36.17 hrs, Volume= 0.271 af, Atten= 87%, Lag= 24.3 min Primary = 0.25 cfs @ 36.17 hrs, Volume= 0.271 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt-- 0.01 hrs Peak Elev= 906.94' @ 36.17 hrs Surf.Area= 6,220 sf Storage= 5,404 cf Flood Elev= 908.00' Surf.Area= 7,356 sf Storage= 12,589 cf Plug -Flow detention time= 657.9 min calculated for 0.271 of (100% of inflow) Center -of -Mass det. time= 652.6 min ( 2,947.5 - 2,295.0 ) Volume Invert Avail.Storage Storage Description #1 906.00' 12,589 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 906.00 5,262 0 0 907.00 6,280 5,771 5,771 908.00 7,356 6,818 12,589 Device Routing Invert Outlet Devices #1 Primary 906.00' 12.0" Round Culvert L= 112.0' CMP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 906.00' / 900.00' S= 0.0536'f Cc= 0.900 n= 0.120, Flow Area= 0.79 sf #2 Device 1 906.00' 2.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 906.70' 6.0" Vert Orifice/Grate C= 0.600 #4 Device 1 907.50' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=0.25 cfs @ 36.17 hrs HW=906.94' (Free Discharge) t1=Culvert (Passes 0.25 cfs of 0.77 cfs potential flow) Orifice/Grate (Orifice Controls 0.10 cfs @ 4.46 fps) 3=Orifice/Grate (Orifice Controls 0.16 cfs @ 1.67 fps) Sharp -Crested Rectangular Weir ( Controls 0.00 cfs) 2012-1231 Proposed Hydrology Type/1 24-hr 72.00 hrs 100 year Rainfall=6.00" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/10/2013 HydroCAD010.00 Sampler s/n S15802 02012 HydroCAD Software Solutions LLC Page 8 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 0.57 AC: CSH Pervious Runoff = 0.79 ds @ 35.80 hrs, Volume= 0.096 af, Depth= 2.01" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 100 year Rainfall=6.00" Area (sf) CN Description 24,907 61 >75% Grass cover, Good, HSG B 24,907 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Summary for Subcatchment 0.69 AC: CSH Impervious Runoff = 2.26 cfs @ 35.76 hrs, Volume= 0.332 af, Depth= 5.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 100 year Rainfall=6.00" Area (sf) CN Description 4,615 100 Pond 13,788 98 Senior Housing " 11,690 98 Parking Lot 30,093 98 Weighted Average 30,093 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment ENT RD: Entrance Road Runoff = 0.80 cfs @ 35.76 hrs, Volume= 0.118 af, Depth= 5.76' Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type 11 24-hr 72.00 hrs 100 year Rainfall=6.00" 2012-12-31 Proposed Hydrology Type 1124-hr 72.00 hrs 100 year Rainfall=6.00" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/102013 HvdroCAD@ 10.00 Samoler s/n S15802 02012 HvdroCAD Software Solutions LLC paaP 9 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Area (sf) CN Description ' 10,719 98 Access Drive 10,719 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 5.0 Direct Entry, Summary for Pond 2P: INFILTRATION BASIN Inflow Area = 0.246 ac,100.00% Impervious, Inflow Depth = 5.76" for 100 year event Inflow = 0.80 cfs @ 35.76 hrs, Volume= 0.118 of Outflow = 0.79 cfs @ 35.78 hrs, Volume= 0.118 af, Atten= 2%, Lag= 1.6 min Discarded = 0.01 cfs @ 35.78 hrs, Volume= 0.069 of Primary = 0.78 cfs @ 35.78 hrs, Volume= 0.049 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Peak Elev= 904.93' @ 35.78 hrs Surf.Area= 1,206 sf Storage= 1,544 cf Flood Elev= 905.00' Surf.Area= 1,237 sf Storage= 1,632 cf Plug -Flow detention time= 963.3 min calculated for 0.118 of (100%of inflow) Center -of -Mass det. time= 963.4 min ( 3,174.3 - 2,210.9 ) Volume Invert Avail.Storage Storage Description #1 903.00' 1,632 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 903.00 424 0 0 904.00 801 613 613 905.00 1,237 1,019 1,632 Device Routing Invert Outlet Devices #1 Discarded 903.00' 0.370 in/hr Exfltration over Surface area #2 Primary 904.80' 6.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OutFlow Max=0.01 cfs @ 35.78 hrs HW=904.93' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OufFlow Max=0.77 cfs @ 35.78 hrs HW=904.93' (Free Discharge) t2=Broad-Crested Rectangular Weir (Weir Controls 0.77 cfs @ 1.00 fps) 2012-1231 Proposed Hydrology Type // 24-hr 72.00 hrs 100 year Rainfall=6.00" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydror-ad.net Printed 2/102013 HvdroCAD010.00 SamDler s/n S15802 02012 HvdroCAD Software Solutions LLC Pane in This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Pond POND: NW POND Inflow Area = 1.263 ac, 54.71 % Impervious, Inflow Depth = 4.06" for 100 year event Inflow = 3.02 cfs @ 35.77 hrs, Volume= 0.427 of Outflow = 0.71 cfs @ 36.06 hrs, Volume= 0.427 af, Atten= 77%, Lag= 17.6 min Primary = 0.71 cfs @ 36.06 hrs, Volume= 0.427 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt-- 0.01 hrs Peak Elev= 907.34' @ 36.06 hrs Surf.Area= 6,645 sf Storage= 7,961 cf Flood Elev= 908.00' Surf.Area= 7,356 sf Storage= 12,589 cf Plug -Flow detention time= 532.6 min calculated for 0.427 of (100% of inflow) Center -of -Mass det. time= 529.5 min ( 2,818.5 - 2,289.1 ) Volume Invert Avail.Storage Storage Description #1 906.00' 12,589 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 906.00 5,262 0 0 907.00 6,280 5,771 5,771 908.00 7,356 6,818 12,589 Device Routing Invert Outlet Devices #1 Primary 906.00' 12.0" Round Culvert L= 112.0' CMP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 906.00' / 900.00' S= 0.0536 T Cc= 0.900 n= 0.120, Flow Area= 0.79 sf #2 Device 1 906.00' 2.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 906.70' 6.0" Vert. Orifice/Grate C= 0.600 #4 Device 1 907.50' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=0.71 cfs @ 36.06 hrs HW=907.34' (Free Discharge) t1=Culvert (Passes 0.71 cfs of 0.91 cfs potential flow) Orifice/Grate (Orifice Controls 0.12 cfs @ 5.40 fps) 3=Orifice/Grate (Orifice Controls 0.59 cfs @ 3.00 fps) Sharp -Crested Rectangular Weir ( Controls 0.00 cfs) 2012-1231 Proposed Hydrol Spillway 1-day 10-day 480.00 hrs Snowmelt Rainfall=7.20" AMC=4 Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/10/2013 HydroCADS 10.00 Sampler s/n S15802 02012 HydroCAD Software Solutions LLC Page 11 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 0.57 AC: CSH Pervious Runoff = 0.14 cfs @ 242.52 hrs, Volume= 0.203 af, Depth> 4.25' Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Spillway 1-day 10-day 480.00 hrs Snowmelt Rainfall=7.20", AMC=4 Area (sf) CN Description 24,907 61 >75% Grass cover, Good, HSG B 24,907 61 Weighted Average, AMC Adjusted CN = 98 24,907 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Summary for Subcatchment 0.69 AC: CSH Impervious Runoff = 0.17 cfs @ 242.50 hrs, Volume= 0.245 af, Depth> 4.25' Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Spillway 1-day 10-day 480.00 hrs Snowmelt Rainfall=7.20", AMC=4 Area (sf) CN Description ' 4,615 100 Pond ` 13,788 98 Senior Housing ` 11,690 98 Parkina Lot 30,093 98 Weighted Average 30,093 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment ENT RD: Entrance Road Runoff = 0.06 cfs @ 242.50 hrs, Volume= 0.087 af, Depth> 4.25' Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Spillway 1-day 10-day 480.00 hrs Snowmelt Rainfall=7.20", AMC=4 2012-1231 Proposed Hydrol Spillway 1-day 10-day 480.00 hrs Snowmelt Rainfall=7.20" AMC=4 Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/102013 HydroCAD®10.00 Sampler s/n S15802 © 2012 HydroCAD Software Solutions LLC Pace 12 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www,hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Area (sf) CN Description ' 10,719 98 Access Drive 10,719 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Pond 2P: INFILTRATION BASIN Inflow Area = 0.246 ac,100.00% Impervious, Inflow Depth > 4.25" for Snowmelt event Inflow = 0.06 cfs @ 242.50 hrs, Volume= 0.087 of Outflow = 0.02 cfs @ 248.11 hrs, Volume= 0.055 af, Atten= 70%, Lag= 336.9 min Discarded = 0.01 cfs @ 248.11 hrs, Volume= 0.054 of Primary = 0.01 cfs @ 248.11 hrs, Volume= 0.001 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Peak Elev= 904.80' @ 248.11 hrs Surf.Area= 1,151 sf Storage= 1,397 cf Flood Elev= 905.00' Surf.Area= 1,237 sf Storage= 1,632 cf Plug -Flow detention time= 198.1 min calculated for 0.055 of (63% of inflow) Center -of -Mass det. time= (not calculated: outflow precedes inflow) Volume Invert Avail.Storage Storage Description #1 903.00' 1,632 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 903.00 424 0 0 904.00 801 613 613 905.00 1,237 1,019 1,632 Device Routing Invert Outlet Devices #1 Discarded 903.00' 0.370 in/hr ExFltration over Surface area #2 Primary 904.80' 6.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OutFlow Max=0.01 cfs @ 248.11 hrs HW=904.80' (Free Discharge) 'L7=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.00 cfs @ 248.11 hrs HW=904.80' (Free Discharge) Lk -Broad -Crested Rectangular Weir (Weir Controls 0.00 cfs @ 0.16 fps) 2012-1231 Proposed Hydrol Spillway 1-day 10-day 480.00 hrs Snowmeft Rainfall=7.20" AMC=4 Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/10/2013 HydroCADS 10.00 Sampler s/n S15802 © 2012 HydroCAD Software Solutions LLC Page 13 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Pond POND: NW POND Inflow Area = 1.263 ac, 54.71 % Impervious, Inflow Depth > 4.25" for Snowmelt event Inflow = 0.30 cfs @ 242.52 hrs, Volume= 0.447 of Outflow = 0.17 cfs @ 245.65 hrs, Volume= 0.346 af, Atten= 44%, Lag= 188.1 min Primary = 0.17 cfs @ 245.65 hrs, Volume= 0.346 of Routing by Stor-Ind method, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Peak Elev= 906.86' @ 245.65 hrs Surf.Area= 6,143 sf Storage= 4,932 cf Flood Elev= 908.00' Surf.Area= 7,356 sf Storage= 12,589 cf Plug -Flow detention time= 599.4 min calculated for 0.346 of (77% of inflow) Center -of -Mass det. time= (not calculated: outflow precedes inflow) Volume Invert Avail.Storage Storage Description #1 906.00' 12,589 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 906.00 5,262 0 0 907.00 6,280 5,771 5,771 908.00 7,356 6,818 12,589 Device Routing Invert Outlet Devices #1 Primary 906.00' 12.0" Round Culvert L= 112.0' CMP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 906.00' / 900.00' S= 0.0536 T Cc= 0.900 n= 0.120, Flow Area= 0.79 sf #2 Device 1 906.00' 2.0" Vert Orifice/Grate C= 0.600 #3 Device 1 906.70' 6.0" Vert Orifice/Grate C= 0.600 #4 Device 1 907.50' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=0.17 cfs @ 245.65 hrs HW=906.86' (Free Discharge) t1=Culvert (Passes 0.17 cfs of 0.68 cfs potential flow) Orifice/Grate (Orifice Controls 0.09 cfs @ 4.26 fps) 3=Orifice/Grate (Orifice Controls 0.08 cfs @ 1.38 fps) Sharp -Crested Rectangular Weir ( Controls 0.00 cfs) 105AC EX Site Subca Reach Ao Link Routing Diagram for 2012-12-31 Existing Hydrology Prepared Sy HydroCAD SAMPLER 1400-927-7246 wwx.hydrucad.riex, Primed 2/1d2013 HydroCAD®10.00 Sampler s/n S15802 0 2012 HydroCAD Software Solutions LLC 2012-1231 Existing Hydrology Type // 24-hr 72.00 hrs 2 year Rainfall=2.80" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/102013 HydroCAD®10.00 Sampler s/n S15802 @ 2012 HydroCAD Software Solutions LLC Page 2 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which maybe purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 1.5AC: EX Site Runoff = 0.09 cis @ 36.02 hrs, Volume= 0.027 af, Depth= 0.21" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 2 year Rainfall=2.80" Area (ac) CN Description 1.500 58 Woods/grass comb. Good HSG B 1.500 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 15.0 Direct Entry, 2012-1231 Existing Hydrology Prepared by HydroCAD SAMPLER 1-800-927-7246 HvdroCAD® 10.00 Samoler s/n S15802 © 2012 HvdroCAD Type ll 24-hr 72.00 hrs 10 year Rainfall=4.20" Printed 2/10/2013 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicelsupport, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 1.5AC: EX Site Runoff = 0.63 cfs @ 35.93 hrs, Volume= 0.095 af, Depth= 0.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 10 year Rainfall=4.20" Area (ac) CN Description 1.500 58 Woods/grass comb. Good HSG 8 1.500 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, 2012-12-31 Existing Hydrology Type 1124-hr 72.00 hrs 100 year Rainfall=6.00" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/10/2013 HydroCAD810.00 Sampler srn S15802 @ 2012 HydroCAD Software Solutions LLC Page 4 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 1.5AC: EX Site Runoff = 1.61 cfs @ 35.91 hrs, Volume= 0.220 af, Depth= 1.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Type II 24-hr 72.00 hrs 100 year Rainfall=6.00" Area (ac) CN Description 1.500 58 Woods/grass comb. Good HSG 8 1.500 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, 2012-12-31 Existing Hydrolog Spillway 1-day 10-day 600.00 hrs Snowmelt Rainfall=7.20", AMC=4 Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 2/102013 HydroCAD®10.00 Sampler s/n S15802 © 2012 HydroCAD Software Solutions LLC Page 5 This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use only. For actual design or modeling applications you must use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete documentation, technicalsupport, training materials, and additional features which are essential for actual design work. Summary for Subcatchment 1.5AC: EX Site Runoff = 0.02 cfs @ 249.98 hrs, Volume= 0.197 af, Depth> 1.57" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-250.00 hrs, dt= 0.01 hrs Spillway 1-day 10-day 600.00 hrs Snowmelt Rainfall=7.20", AMC=4 Area_(ac) CN Description 1.500 58 Woods/grass comb. Good HSG B 1.500 58 Weighted Average, AMC Adjusted CN = 98 1.500 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, COMMUNITY ASSET DEVELOPMENT GROUP 1403 Valley View Rd Chaska, Mn 55318 952-448-4444 2/14/2013 Kate Aanenson, Community Development Director City of Chanhassen 7700 Market Blvd Chanhassen MN 55317 Dear Ms. Aanenson, We represent the Chestnut Group that is proposing to construct a 24 unit senior memory care on the 8.2 acre parcel it owns off of Pioneer Trail. The property is currently zoned residential and we are seeking a conditional use permit to develop this facility. Enclosed are: 1. Location map 2. Site plan 3. Grading and utility plan 4. Landscape Plan 5. Hydraulic Report 6. Building floor plan 7. Building elevation 8. Set of building images Servicing this site with sanitary sewer is a challenge since the closest Chanhassen sanitary sewer is located to the north and would require the construction of a force main through the wooded ravine. Consequently, based on discussions with the City staff we have contacted the City of Chaska to explore the feasibility of connection to the City of Chaska utility system to the west. Based on those discussions, we believe that executing an agreement for service through Chaska is feasibly and we would pursue this option as a condition of site plan approval. After you have had a chance to review, please contact me at your convenience to review in greater detail. Thank you for your cooperation and we truly look forward to working with you on this exciting project. Call me with any questions at 952-448-4444 Sincerely David Pokorney Community Asset Development Group Pond Storage Calculations PROJECT : Chanhassen Senior Housing PROJECT # : NURP POND CALCULATION - ENTIRE SITE Rational Method Q = CIA 0.17 Acre Feet Total Drainage Area (A)= 1.50 Acres Rainfall Event(I)= 2.5 Inches C= 0.55 DATE: BY: ELEVATION AREA AREA VOLUME - ACCUM.STOR Fr SF AC AC -FT AC -FT I I I I POND - SIZE Surface Pond Area = 0.12 acres Mean Pond Depth = 1.42 feet Permanent Pod Required = 0.17 ac-ft Pennanent Pod Provided = 0.17 ac-ft Page 1 10-Feb SJB LIVE STORAGE AC -Fr PRESERVE AT RICE LAKE Planning Case #2013-12 PLANNING COMMISSION JULY 16, 2013 CITY COUNCIL AUGITST 12, 20t3 DEVELOPER:JOHN KNOBLAUCH J & S VENTURES i, INC. OWNER: JOHN K1.INGELIIt'"IZ/DAVF POKORNEY CHESTNUT GROUP. LLC Sl�n 1 Location Southeast intersection ofTigua Lane and West 86th Street, North of Highway 212 The subject site is located north of Highway 212 and southeast of the intersection of West 861h Street and Tigua Lane. The site has an area of 13.2 acres. It contains multiple wetlands n veray isn Access is gained via West 86' Street. The site is located within the Rice Marsh Lake Shoreland Overlay District (area located within 1000 feet from the High Water Level of a lake) and is subject to the standards and requirements of the Department of Natural Resources (DNR) and City Code. 4 The property to the west is zoned PUD and guided Residential Medium Density. It contains the Mission Hills Development, a mix of low and medium density residential development. The property to the north is zoned Single Family Residential and is guided Residential Low Density. It contains single-family homes. The property to the east is zoned High Density Residential District and is guided Parks and Open Space. Thistan is wrt m 9 Proposal Summary Land Use Map Amendment w Rezoning Subdivision Variance Site Plan Review Wetland Alteration Permit Land Use Map Amendment: The first request is to amend the land use plan from Residential -Low Density to Residential -Low and Medium Density. Rezoning: The second request is to rezone the property from Single Family Residential (RSF) and Mixed Low Density Residential (114) to Planned Unit Development -Residential (PUD-R); and set standards that will govern the development. Since this land is within the shoreland district, the applicant is preserving 50% of the site as open space. Subdivision: The third request is to subdivide 13.22 acres into 16 lots and 2 outlots. There is no minimum lot size in this district. The lot area ranges between 10,000 and 12,723 square feet. The maximum hard surface coverage permitted per lot may not exceed 30%. The applicant submitted a number of typical house designs he intends to build on the proposed lots. Some of the parcels are limited to a single design. A table that lists the maximum hard surface permitted per lot will be incorporated into the standards for this development. Variance: The fourth request is to allow reduced setbacks from Highway 212 and length of a cul-de-sac. There will be a noise wall that will separate this development from the highway. City code requires a minimum setback of 50 feet along the perimeter of a planned unit development. The applicant is requesting a 30-foot setback. Also, the proposed cul-de-sac is approximately 1,400 feet long, which exceeds the 800-foot maximum length stipulated in the City Code. Based on the lot configuration and wetland conditions on the site, staff supports the proposed variance. Site Plan Review: The fifth request is to approve a site plan for a medium density development. Wetland Alteration Permit: The sixth request is to allow wetland impacts for the construction of a roadway and trails. Some of these impacts cannot be avoided while others can be avoided. 0 developer is Subdivision S 9 10 11 fi 1 2 into 16 lots and Ge4o The outlots contain wetlands, storm ponds and open space. The applicant intends to de dicate the outlots to t e city. Sta believes that these outlots should be preserved as permanent open space. There are no minimum lot area or minimum Aiimensions under the medium density -planned unit deve opment district. T e r surface covera¢e of the individual lots may not exceed-300 Staff oreoared a table that includes the maximum sq each applicant is requesting a reduced setback from Highway 212. City Code requires all buildings to maintain a 50-foot setback from arterial or collector streets. The reason behind the variance request is the fact that there will be a noise wall that will separate the subject site from the highway. The applicant is requesting structures maintain a 30-foot setback from the north property line. The applicant is also requesting a variance for the length of the cul-de-sac serving the subject site. City Code limits the length of a cul-de-sac to 800 feet. The proposed cul-de-sac is approximately 1,400 feet long, which exceeds the 800-foot maximum length stipulated in the City Code. Based on the lot configuration and wetland conditions on the site, staff supports the proposed variance. The setback variance is addressed under City Code Chapter 20-Zoning, Sec. 20-58. The variance for the length of the cul-de-sac is addressed under City Code Chapter 18-Subdivisions, Sec. 18-22. Typical Lot TYP. SETBACKS * EA5EMENT5 ACC. STKUCW se WK e�acnm I �acEs�ce � na)SEs�ce 'MU mr.f sErercK m'PJ i I go 5EIDAC& i L rmrtrwm TW. DRAINAGE t UTTI EA` WEW The project proposes 16 single-family lots. The house pad widths including the garage will range between 50 and 60 feet. The front yard setback will be 25 feet while the side yards will be 10 feet on the house side and 5 feet on the garage side, which is permitted under the PUD ordinance. 0 Hara q n k 1. 3 Setback Standards Highway ztz ;lo fee[ Exterior (Perimeter) Lines So feet Front Yard zg feet Side Yard: garage side and house side 55 fe��e��t/to feet (utiuimum sepuation E Rezoning The applicant is requesting to rezone 13.23 acres from Single Family Residential (RSF) and Mixed Low Density Residential (114) to Planned Unit Development -Residential (PUD-R). The project consists of 16 single-family homes. The review criteria are taken from the intent section of the PUD Ordinance. For a property guided Medium Density Residential, zoning consistent with the land use includes RLM, Residential Low and Medium Density District, R-8, Mixed Medium Density Residential District or PUD-R, Planned Unit Development— Residential.-.Sincc the developer wanted a development of single-family detached housing, the R-8 district did not work because it does not permit single-family detached homes. Initially, the- developer tried to use the RLM district as well as the RSF district: however, due to site topography,shoreland overlay district and the location f wet an s, t e eve oper could not meet the minimum standards for the lots and many lot width and area variances would have been require Since the PUD-R district creates Its own standards, we were able to accommodate the development w i onmental ea ur as reguided to medium density residential, the developer must makain a minimum density of 4.0 units per acre. As proposed, the net density of the project is 4.0 units per acre. 10 Location: North of Pioneer Trail and west of Bluff Creek Boulevard LRjSGOtPi - It Li�q 1 c0.X\ b& o�,ropPe� FA Bluff Creek Cottages Planning Case #2013-o8 PLANNING COMMISSION JULY 16, 2013 CITY COUNCIL AUGUST 12, 2013 DEVELOPER COMMUNITY ASSET DEVELOPMENT GROUP OWNER: .JOHN KLINGELHUTZ 1 r4fjs�'VU� Land Use and Zoning i Pioneer cuss Park _ NORTH SULT'FI E4ST WE,T D TRLOPMENt b�Oeekl Chaska/Shado M ffcn . Open Space w W«rd Reridenliai Residential Residential Park end I.1ND USE Medituo Lrnr Den't}' medh y Open Space tDensity Density I PVD-R Resdential - FUD-R Planned Unit ,.le FamilL.vand Planned Unit Dmlop-enl . Stngy Medium Dmlopmen[ r R.dential �'Densty ' Rewdm4al District DWdd l et The 2030 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD-R. The use consists of a single building with 24 individual rooms. The occupants of the buitcling will a individuals that need assistancewith eir mobi ity an wi I not put the same eve o demand on the inFr-astructure that atypical medium density development would (i.e. trip generation, parking, etc.). The R-8 District is the only residential zoning district that permits this type of development. _ 3 Proposal Summary Rezoning From A-2 to R-8 Site Plan Approval for construction of a Continuing Care Retirement Facility a Conditional Use Permit for development within the Bluff Creek Overlay District a Rezoning of 8.9 acres of property from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site Plan Approval for construction of a Continuing Care Retirement Facility (Bluff Creek Cottages), and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. 4 From Agricultural Estate District to R-8, Mixed Medium -Density Residential. The area to the north is occupied by the Liberty at Bluff Creek townhouse development. The area to the northeast of the subject site is occupied by single-family homes and is guided Residential Low Density, and the area to the southwest contains a single- family home and is located in the City of Chaska. request consists of multiple applications tp facilitate the construction of a continuing care retirement facility (Bluff Creek Cottages). The request includes a R8 me _Qverlay district and Site Plan approval for the construction of a continuing care retirement facility. site plan to construct a 13,700 square -foot, one-story, 24- bed continuing care retirement facility. The total permitted site coverage is 35 percent. The proposed development has a total hard coverage area of 8.9%. Parking is buffered from views by landscaping and the building. A trail extends along the southeast portion of the site. The applicant will extend a sidewalk from the building to the trail to separate pedestrian from vehicular traffic. Access to the site is provided via a curb cut off of Pioneer Trail. Any work within the right-of-way will require approval of the jurisdictional agency. I The design of the building is attractive and is proposed to be constructed of high - quality materials. They include Cultured Stone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received equal attention. Bluff Creek transects the northern portion of this property. For this reason a portion of the property lies within the Shoreland Overlay District and the Bluff Creek Overlay District. In discussions with the applicant, they have no intention of developing further north toward Bluff Creek and have suggested donating this area to the city. Development in Bluff Creek Corridor Requires CUP approval. Required 40 foot setback from Bluff Creek Corridor primary zone. The first 20 feet is a buffer. Recommendation "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site Plan Approval for construction of a Continuing Care Retirement Facility (Bluff Creek Cottages), Conditional Use Permit to allow development within the Bluff Creek Overlay District, subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation." 10 The applicant is requesting a comprehensive plan land use map amendment from Residential — Low Density to Residential — Low and Medium Density. Jhis land use will permit additional flexibility L3 the design and development of the site and is compa i li w ffi`he surrmoin awes, whichAre m esi en_i — um Densfrytothe west, Re2gen uai =� to lane and would follow an old farm on This tvoe of land u eta mix of Residential Low and Medium Density, permits Planned Unit Developments wit clustered homes and no minimum lot size. This will all staff to wor with the aoolicant to maximize oreservation and enhancement of natura features. It also detached housing). The goal is to allow the development with minimum impact to the natural features of the site. Staff found that in this situation the application of standard Single Family Residential regulations would be impractical due to 1) the desire to build single-family detached homes on the site, 2) the presence of the 15,000 square -foot minimum lot size for non -riparian lots and 90-foot frontage, and 3) wetlands. Staff finds that a preferred alternative to achieve this goal would be to guide the site Residential Medium Density. This category allows the clustering of homes with no minimum lot size or frontage. In this case, the homes will be placed in locations that will have the least impact on the natural features and will allow the applicant the opportunity to enhance the wetlands and surrounding buffer. At the same time, the developer would be able to build the single-family detached homes. The following elements of the comprehensive plan discuss land use policies that should be evaluated in changing the land use. 11 12 Drainage Areas Current W Proposed -- 14 Groundwater Information I 15 Wetlands z_ E _- a 77�Y}s"' r- _ rarwwn 16 Recommendation "The Chanhassen Planning Commission recommends approval of the Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances; Site Plan Review; and Wetland Alteration Permit subject to the conditions of the staff report and adoption of the attached Findings of Fact and Recommendation." _u r 17 PROPOSED MOTION: "The Chanhassen Planning Commission recommends approval of the Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances; Site Plan Review; and Wetland Alteration Permit subject to the conditions of the staff report and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting a Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances (PRESERVE AT RICE LAKE); Site Plan Review; and Wetland Alteration Permit. LOCATION: Southeast intersection of Tigua Lane and West 86a' Street, North of Highway 212. PID 25-0242610 APPLICANT: John Knoblauch J & S Ventures 1, Inc. 1450 Knob Hill Lane Excelsior, MN 55331 612-490-4540 jknobsna.knoblauchbuilders.com John Khngelhutz/Dave Pokomey Chestnut Group, LLC 1560 Bluff Creek Drive Chaska, MN 55318 612-703-5709 davenokomev@gmail.com PRESENT ZONING: RSF — Single Family Residential District and R4 — Mixed Low Density Residential District. 2030 LAND USE PLAN: Residential Low Density (Net Density 1.2-4 Units per Acre) ACREAGE: 13.2 acres DENSITY: gross —1.2; net — 4.00 LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City has a relatively high level of discretion in approving rezonings, PUDs, and amendments to PUDs because the City is acting in its legislative or policy -making capacity. A rezoning or PUD, and amendment thereto, must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 2 of 31 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning or SubdivisionOrdinances for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The City has limited discretion in approving or denying a wetland alteration permit, based on whether or not the proposal meets the wetland alteration permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable wetland alteration permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City has a relatively high level of discretion in approving comprehensive plan amendments because the City is acting in its legislative or policy -making capacity. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The request consists of multiple applications to facilitate the development of a 16-lot subdivision to house detached homes: Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances; Site Plan Review; and Wetland Alteration Permit. The site is located north of Highway 212 and southeast of the intersection of West 86tb Street and Tigua Lane. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 3 of 31 The property is currently zoned RSF — Single Family Residential District and Mixed Low Density Residential District. With the adoption of the 2030 Comprehensive Plan in 2008, the City Council guided the site Residential Low Density. The following is a summary of the requests: 1. Land Use Map Amendment: The first request is to amend the land use plan from Residential -Low Density to Residential -Low and Medium Density. 2. Rezoning: The second request is to rezone the property from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development - Residential (PUD-R); and set standards that will govern the development. Since this land is within the shoreland district, the applicant is preserving 50% of the site as open space. I Subdivision: The third request is to subdivide 13.22 acres into 16 lots and 2 outlots. There is no minimum lot size in this district. The lot area ranges between 10,000 and 12,723 square feet. The maximum hard surface coverage permitted per lot may not exceed 30%. The applicant submitted a number of typical house designs he intends to build on the proposed lots. Some of the parcels are limited to a single design. A table that lists the maximum hard surface permitted per lot will be incorporated into the standards for this development. 4. Variance: The fourth request is to allow reduced setbacks from Highway 212 and length of a cul-de-sac. There will be a noise wall that will separate this development from the highway. City code requires a minimum setback of 50 feet along the perimeter of a planned unit development. The applicant is requesting a 30-foot setback. Also, the proposed cul-de-sac is approximately 1,400 feet long, which exceeds the 800-foot maximum length stipulated in the City Code. Based on the lot configuration and wetland conditions on the site, staff supports the proposed variance. 5. Site Plan Review: The fifth request is to approve a site plan for a medium density development. 6. Wetland Alteration Permit: The sixth request is to allow wetland impacts for the construction of a roadway and trails. Some of these impacts cannot be avoided while others can be avoided. Staff is recommending approval of the proposed development subject to the conditions of the staff report. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 4 of 31 EXISTING CONDITIONS The subject site is located north of Highway 212 and southeast of the intersection of West 86a' Street and Tigua Lane. The site has an area of 13.2 acres. It contains multiple wetlands and is within the Rice Marsh Lake Shoreland Overlay District. Access is gained via West 86m Street. The property to the west is zoned PUD and guided Residential Medium Density. It contains the Mission Hills Development, a mix of low and medium density residential development. The property to the north is zoned Single Family Residential and is guided Residential Low Density. It contains single-family homes. The property to the east is zoned High Density Residential District and is guided Parks and Open Space. This land is within the Highway 212 right-of-way. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 5 of 31 The project proposes 16 single-family lots. The house pad widths including the garage will range between 50 and 60 feet. The front yard setback will be 25 feet while the side yards will be 10 feet on the house side and 5 feet on the garage side, which is permitted under the PUD ordinance. TYP. 5ETBACK5 * EA5EMENT5 ACC.5rW1C1URE SETBACK GARAGE 510E I HOUSE SIDE 5EiBAM (r(F.) I SEramx 0r ) I I I L '100Mf °1� J rYP. DIWNAGE f UTIUIY 4 — ENMMErrr • �m R APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article Vl, Wetland Protection Chapter 20, Article VU, Planned Unit Development District Department of Natural Resources Shoreland Regulations BACKGROUND Minnesota Valley Electric Cooperative (MVEC) will provide electricity to this new development. MVEC has a main underground feeder that runs along the north and east boundaries of this property. The applicant shall field -verify these utility lines. On January 28, 2013, the City Council reviewed the concept plan for The Preserve at Rice Lake - Planning Case #2013-02. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 6 of 31 On February 11, 2013, City Council approved transmittal for jurisdictional review the land use amendment from Residential — Low Density to Residential — Low and Medium Density. The 60- day review period ended April 13, 2012. There were no negative comments received. LAND USE MAP AMENDMENT The applicant is requesting a comprehensive plan land use map amendment from Residential — Low Density to Residential — Low and Medium Density. This land use will permit additional flexibility in the design and development of the site and is compatible with the surrounding land uses, which are guided Residential — Medium Density to the west, Residential — Low Density to the north, Parks and Open Space to the east and Highway 212 to the south. Existing Land Use APPLICABLE REGULATIONS � �% ♦ j•��'r��'i jf I -�j� i Proposed Land Use The city is acting within its legislative capacity in making amendments to the comprehensive plan. As part of the process, the city will be making a policy decision. Approval of the development is contingent upon approval of land use amendment. ANALYSIS Part of the difficulty in developing this site are the wetlands that are located on the property, as well as its location within the Rice Marsh Lake Shoreland Overlay District. The site is accessible via 86a' StreeVTigua lane and would follow an old farm access road through the wetland complex. This type of land use, a mix of Residential Low and Medium Density, permits Planned Unit Developments with clustered homes and no minimum lot size. This will allow staff to work with the applicant to maximize preservation and enhancement of natural features. It also allows the city to determine the best type of housing development (attached versus detached housing). Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 7 of 31 Existing Conditions The goal is to allow the development with minimum impact to the natural features of the site. Staff found that in this situation the application of standard Single Family Residential regulations would be impractical due to 1) the desire to build single-family detached homes on the site, 2) the presence of the 15,000 square -foot minimum lot size for non -riparian lots and 90-foot frontage, and 3) wetlands. Staff finds that a preferred alternative to achieve this goal would be to guide the site Residential Medium Density. This category allows the clustering of homes with no minimum lot size or frontage. In this case, the homes will be placed in locations that will have the least impact on the natural features and will allow the applicant the opportunity to enhance the wetlands and surrounding buffer. At the same time, the developer would be able to build the single-family detached homes. The following elements of the comprehensive plan discuss land use policies that should be evaluated in changing the land use. Chapter 2 Land Use Element 2.5.2 Residential — low density The dominate type of development within the residential district is low -density, single-family detached housing. Net densities within this category range from 1.2 to 4.0 units per acre. For projection of land demand, an average density of two dwelling units per acre was used. There are several zoning applications within the low density including RSF (Residential Single Family), R- 4 (Mixed Low Density), RLM (Residential Low and Medium Density), and PUD-R (Planned Unit Development -Residential). Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 8 of 31 2.5.3 Residential — Medium density The medium density designation is intended to accommodate multiple units including duplexes, townhouses and lower -density apartments or condominiums. A net density range of 4.0 — 8.0 units per acre is covered by this category with an expected density of 6.0 units per acre. The zoning options in the medium density land use include R4 (Mixed Low Density), RLM (Residential Low and Medium density), R-8 (Mixed Medium Density Residential) and PUD-R (Planned United Development -Residential). Medium density is viewed as transitional use between low density and Commercial, office or high -density areas. Comprehensive Plan Goals and Policies 4.6 Housing Goals and Policies Goals: Provide housing opportunities for all residents, consistent with the identified community goals: • A variety of housing types for all people in all stages of the life cycle. • A community of well -maintained housing and neighborhoods, including ownership and rental housing. • Housing development that respects the natural environment of the community while striving to accommodate the need for a variety of housing types and costs. • The availability of a full range of services and facilities for its residents, and the improvement of access to a linkage between housing and employment. • Housing development methods such as PUDs, cluster development, and innovative site plans and building types, should be encouraged to help conserve energy and resources for housing. REZONING Justification for Rezoning to PUD The applicant is requesting to rezone 13.23 acres from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R). The project consists of 16 single-family homes. The review criteria are taken from the intent section of the PUD Ordinance. For a property guided Medium Density Residential, zoning consistent with the land use includes RLM, Residential Low and Medium Density District, R-8, Mixed Medium Density Residential District or PUD-I?, Planned Unit Development — Residential. Since the developer wanted a development of single-family detached housing, the R-8 district did not work because it does not permit single-family detached homes. Initially, the developer tried to use the RLM district as well as the RSF district; however, due to site topography, shoreland overlay district and the location of wetlands, the developer could not meet the minimum standards for the lots and many lot width and area variances would have been required. Since the PUD-R district creates its own Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 9 of 31 standards, we were able to accommodate the development while preserving significant environmental features. If the property was reguided to medium density residential, the developer must maintain a minimum density of 4.0 units per acre. As proposed, the net density of the project is 4.0 units per acre. Section 20-501. Intent Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD in this instance is to allow for lot dimension flexibility. In exchange for this enhanced flexibility, the City has the expectation that the development plan will result in a significantly higher quality and more -sensitive proposal than would have been the case with the other more standard zoning districts. The proposed development provides a compatible development with the surrounding development and is consistent with the comprehensive plan subject to the conditions of approval. The proposed rezoning assists in the furtherance of the following land use goals of the City of Chanhassen Comprehensive Plan: • Development will be encouraged within the MUSA line. • The plan should seek to establish sufficient land to provide a full range of housing opportunities. • The city will seek opportunities to provide transitions between different uses of different types. • Development should be phased in accordance with the ability of the city to provide services. The proposed rezoning assist in the furtberance of the following housing goals of the City of Chanhassen Comprehensive Plan: • A balanced housing supply with housing available for people of all income levels. • A variety of housing types for people in all stages of the life -cycle. • Housing development that respects the natural environment of the community while striving to accommodate the need for a variety of housing types and costs. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 10 of 31 Staff is proposing the following development standards govern the development of the property. DEVELOPMENT DESIGN STANDARDS PRESERVE AT RICE LAKE a. Intent The purpose of this zone is to create a PUD for a single-family detached development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more -sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Except as modified by the Preserve at Rice Lake development standards, the development must comply with the Residential Low and Medium Density District, RLM. b. Permitted Uses The permitted uses in this zone shall be limited to single-family detached houses and their ancillary uses. The type of uses to be provided on common areas shall be low -intensity neighborhood - oriented accessory structures to meet daily needs of residents. Such uses may include development signage, garden, gazebo, maintenance shed, picnic shelter, permanent open space, playground equipment and trails. C. Setbacks The PUD ordinance requires setbacks from roadways and property lines. The following table displays those setbacks. Setback Standards Highwayffighway 212 30 feet Exterior(Perimeter) Lot Lines 50 feet Front Yard 25 feet Side Yard: garage side and house side 5 feet/10 feet (minimum separation between buildings is 15 feet Rear Yard 30 feet; 15 feet accessory structure Hard Surface Coverage on individual lots 30 % * S' a-f unil detached area 10,000 square feet Single-family detached Qot width 60 feet Single-family detached Qot de 100 feet *Lot coverage may not exceed those established in the compliance table. Planning Commission Preserve at Rice Lake - Planning Case 2013-12 July 16, 2013 Page 11 of 31 WIMu I w F V41 ► st Area Width Depth Maximum (square feet) (feet) (feet) Hardcover Notes (square feet 60 at PUD 10,000 building 100 30 percent setback Ll 131 10,510 139 122 3,153 Wetland L2 Bl 10,076 89 108 3,022 Wetland L3 Bl 10,100 135 1 107 3,030 Wetland L4 Bl 10,353 84 141 3,150 Wetland L5 Bl 10,011 69 146 3,003 L6 Bl 10,622 62 130 3,198 L7 Bl 10,017 62 120 3,005 L8 Bl 10,000 62 124 3,000 Wetland L9 Bl 10,041 62 128 3,012 Wetland L10 Bl 10,212 61 126 3,063 Wetland L11 Bl 12,936 7 � g 121 3,880 Wed L12 Bl 10,089 :75 �kng 118 3,026 Wetland Ll B2 96 (building Wetland, * area of neck 12,723* setback) 128 3,817 (5,580 sq. ft.) excluded from lot area calculations L2 B2 10,830 75 102 3,249 Corner lot L3 B2 10,096 106 127 3,029 L4 B2 10,004 91 148 3,001 Outlot A 281,352 6.46 acres open space/wetlands Outlot B 48,043 1.1 acres open space/wetlands ROW 72,309 1.66 acres TOTAL 576,299 13.23 acres Wetland setback: 201 buffer, 30 ft. principal structure,15 ft. accessory structure. Front: 25 ft. Rear: 30 ft., accessory structure 15 ft. Side: 10 ft. house, 5 ft. garage d. Monument Sign One monument sign shall be permitted at the entrance to the development off of West 86th Street. The sign shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height. The sign shall be set back a minimum of 10 feet from the property line. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 12 of 31 e. Lighting All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2-foot candle at the project perimeter property line. This does not apply to street lighting. PLANNED UNIT DEVELOPMENT AMENDMENT FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed development will be in compliance with the comprehensive plan if the amendment is approved. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed use is and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping, etc. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed uses will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc., if the setback variance is approved. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use could potentially add convenience to the homeowners in the area. The applicant will build a noise wall as well as extend a sidewalk that will connect to regional trails. There are added amenities to the surrounding neighbors. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation by the proposed use is within capabilities of streets serving the property. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 13 of 31 SUBDIVISION REVIEW The developer is proposing to subdivide 13.23 acres into 16 lots and two outlots. The outlots contain wetlands, storm ponds and open space. The applicant intends to dedicate the outlots to the city. Staff believes that these outlots should be preserved as permanent open space. There are no minimum lot area or minimum lot dimensions under the medium density planned unit development district. The hard surface coverage of the individual lots may not exceed 30%. Staff prepared a table that includes the maximum square footage of hard surface on each individual lot. Subdivision Findings 1. The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the Planned Unit Development and the zoning ordinance subject to conditions. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance contingent upon approval of the comprehensive plan amendment and conditions. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 14 of 31 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. VARIANCE The applicant is requesting a reduced setback from Highway 212. City Code requires all buildings to maintain a 50-foot setback from arterial or collector streets. The reason behind the variance request is the fact that there will be a noise wall that will separate the subject site from the highway. The applicant is requesting structures maintain a 30-foot setback from the north property line. The applicant is also requesting a variance for the length of the cul-de-sac serving the subject site. City Code limits the length of a cul-de-sac to 800 feet. The proposed cul-de-sac is approximately 1,400 feet long, which exceeds the 800-foot maximum length stipulated in the City Code. Based on the lot configuration and wetland conditions on the site, staff supports the proposed variance. The setback variance is addressed under City Code Chapter 20-Zoning, Sec. 20-58. The variance for the length of the cul-de-sac is addressed under City Code Chapter 18-Subdivisions, Sec. 18-22. Variance Findings — Setback. Chanter 20 Section 20-58 of the City Code provides the following criteria for the granting of a variance: Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 15 of 31 a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. Finding: The 50 foot perimeter setback was established to separate potentially incompatible uses. In this area a noise wall will separate the uses. Additional setbacks are not necessary. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Finding: The wetlands on the property and the location of the Highway 212 right-of- way create a practical difficulty in locating houses at the 50 foot setback. In this area a noise wall will separate the uses. Additional setbacks are not necessary. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The purpose of the variance is not based on economic considerations alone. The applicant is proposing to construct single-family home on residential property at a typical building setback. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The alleged difficulty or hardship is not a self-created hardship. The wetlands on the property and the location of the Highway 212 right-of-way create unique circumstances for the placement of homes. e. The variance, if granted, will not alter the essential character of the locality. (Similar home sizes) Finding: The home will be located in the interior of the proposed development and will be compatible with the other homes. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Finding: This does not apply to this request. Variance Findims — Lenrth of cul-de-sac, Chanter 18 Section 18-22 of the City Code provides the following criteria for granting a variance: Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 16 of 31 The city council may grant a Variance from the regulations contained in this chapter as part of the plat approval process following a fording that all of the following conditions exist: a. The hardship is not a mere inconvenience; Finding: The hardship is not a mere inconvenience, but is due to the property being accessed from West 86m Street and then meandering around the wetlands. No additional street access is available to the property due to the wetlands. b. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land; Finding: The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land with wetlands located to the north, south and east and west of the site. c. The condition or conditions upon which the request is based are unique and not generally applicable to other property; Finding: The condition or conditions upon which the request is based are unique and not generally applicable to other property since it is located on property that is hemmed in by wetlands. d. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of the subdivision ordinance, the zoning ordinance and the comprehensive plan. SHORELAND REGULATIONS The site is located within the Rice Marsh Lake Shoreland Overlay District (area located within 1000 feet from the High Water Level of a lake) and is subject to the standards and requirements of the Department of Natural Resources (DNR) and City Code. The intent of the shoreland rules are to protect the habitat, viewscape and water quality of the waters of the state by setting design standards to this end. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 17 of 31 1IM'bN/F t LL i�Shoreland Overlay District �g kL c 1 This property lies within the Shoreland Management District and is subject to the Planned Unit Development (PUD) requirements. The applicant must demonstrate that by granting the flexibility that comes with a PUD, enhancements are made that would not be seen with a straight single-family residential development plan. Given that wetlands are protected under Chanhassen City Code, the Minnesota Wetland Conservation Act, and in many instances the Federal Clean Water Act, the act of preserving wetlands is not a benefit that would not otherwise be realized. Further, the proposed buffer areas are the minimum required and would be the same with a straight subdivision. There is no enhancement being proposed. All stormwater management is contained within the outlot areas. This is standard practice. However, these outlot areas are considered to be the 50% open space as required by the Shoreland PUD rules. The creation of these ponds results in significant disturbance in the areas to be preserved as naturalized open space. A detailed management plan shall be included to manage these disturbed areas to meet with the intent of the open space preservation. Unlike single-family lots that fall within the shoreland district and are guided low density, there are no minimum lot widths or areas for medium density lots within a shoreland district. Other design standards apply to these lots as follows: The development must comply with the MN Rules Chapter 6120 and the DNR must issue their concurrence to this effect. An adequate stormwater management and erosion/sediment control plan must be provided. These will be addressed under a separate heading. DNR regulations (section 6120.3800, subp. 5. B. (2) (a)) require that "at least 50 percent of the total project area within the shoreland district, which extends 1,000 feet out from the edge of the lake, must be preserved as open space". The total area of the site is 13.23 acres. The applicant is proposing to maintain 57% of the site as open space which exceeds the DNR requirements. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 18 of 31 WETLAND PROTECTION Graham Environmental Services, Inc. (GES) performed an on -site wetland determination and boundary delineation on April 28 and May 4, 2011. This was reviewed by city staff as the local government unit (LGIJ) responsible for administration of the Wetland Conservation Act and submitted to the technical evaluation panel for comment. Based upon review of the delineation, the boundaries were approved excepting that Wetland C and Wetland D were determined to be part of the same basin and Wetland B was expanded to the north. The current plan submittal appears to accurately reflect these modified boundaries. The plan set was provided by Probe Engineering Company, Inc. on behalf of J&S Ventures. While it does show all wetlands and their accurate boundaries, it does not provide unique nomenclature. As such, references to specific wetland basins refer back to the approved delineation and are summarized in the following figure. The plan shows the required buffer around wetlands A through D but fails to show a buffer around wetland E. All wetlands require the establishment of buffer areas and setbacks per Section 20-411 of Chanhassen City Code. Any wetland buffer areas that are disturbed do not meet the requirement for native vegetation as stated in §20-411, or which contains noxious weeds must have a detailed vegetation management plan and that plan must be followed. The submitted plan defines the extent of three impact areas. A fourth impact is inevitable based upon the proposed future trail alignment. Two impacts (both to Wetland A) are a result of the access road into the site. The proposed impacts to Wetland C are a result of the chosen trail alignment and can be avoided through a reconfiguration of the trail alignment or by moving the cul-de-sac farther north. Section 20-401(b) reads that "The intent of this article is to avoid alteration and destruction of wetlands. When this is not feasible, mitigation must be provided to recreate the function and value of the lost or altered wetlands." Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 19 of 31 Section 20-410(b)(4) reads that "The size of the altered area shall be limited to the minimum required for the proposed action." Minnesota Rules 8420 (the Minnesota Wetland Conservation Act) regulates the protection of wetlands within the state of Minnesota. Section 8420.520 SEQUENCING stipulates that an LGU "must not approve a wetland replacement plan unless the local government finds that the applicant has demonstrated that they have met the sequencing requirements of the Wetland Conservation Act." The first goal must always be to avoid a wetland impact. Minnesota Rules 8420.520 Subp. 3 C. reads as follows: (2) The local government unit must determine whether any proposed feasible and prudent alternatives are available that would avoid impacts to wetlands. An alternative is considered feasible and prudent if it meets all of the following requirements: (a) it is capable of being done from an engineering point of view; (b) it is in accordance with accepted engineering standards and practices; (c) it is consistent with reasonable requirements of the public health, safety, and welfare; (d) it is an environmentally preferable alternative based on a review of social, economic, and environmental impacts; and (e) it would create no truly unusual problems. Minnesota Rules 8420.0520 Subp. 3 C. goes on to say: (4) If the local government unit must determines that a feasible and prudent alternative exists that would avoid impact to wetlands, it must deny the replacement plan. The applicant was made aware of this law on several occasions including meetings on January 2, 2013 and February 13, 2013, as well as in the staff report reviewing the concept plan dated January 15, 2013. Specifically, the location of the sidewalk and the subsequent trail extension was discussed. It was pointed out that by moving the sidewalk to the north side of the proposed road and having it connect with the regional trail between lots 11 and 12, both wetland impacts could be avoided to wetland C/D and would be feasible and prudent under the previous five criteria. Wetland impact avoidance is not the sole reason for realignment of the trail. This configuration would also provide for more cost-effective and efficient maintenance of the access to the regional trail; it would give direct access to the residents the sidewalk is meant to serve; the regional trail would not be subject surface flow over the trail creating potential safety risks; the city would save on the expense of installing a boardwalk over the wetland; and would allow for snow storage in an area that would otherwise be a trail adjacent to the wetland in question. The Minnesota Local/State/Federal Application for Water/Wedand Projects was submitted. This application did not include a sequencing discussion for the two impacts related to the trail as required by the Minnesota Wetland Conservation Act. The Application for Withdrawal of Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 20 of 31 Wetland Credits Form as required in item 14 on page 5 was not included with the Wetland Application and has yet to be provided to the City. Item 11 on Page 4 requires that the proposed wetland impacts are listed individually. This was not done. For these reasons, this application is incomplete and fails to meet the sequencing argument necessary to justify the impact and subsequent replacement plan. The applicant must either move the trail to the north or show conclusively why that configuration would not meet the five (5) criteria listed in Minnesota Rules 8420.520 Subp. 3 C. (2). The applicant must supply a completed Application for Withdrawal of Wetland Credits Form. The applicant must show all proposed impacts related to this project on all pertinent plan sets and itemize them within the application. WetlandAlteradon Permit Findines: a. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed development will be aesthetically compatible with the area. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 21 of 31 k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. Finding: As discussed above, the proposed impacts to Wetland C are a result of the chosen trail alignment and can be avoided through a reconfiguration of the trail alignment or by moving the cul-de-sac farther north. The applicant fails to meet the sequencing argument necessary to justify the impact and subsequent replacement plan. ROADWAYS The property lies north of Highway 212, east of County Road 101 and south of West 86th Street. The proposed access on West 86th Street is located so as to minimize wetland impacts. To further reduce wetland impacts, staff supports a reduced right-of-way width (50 feet, with a 15- foot front yard drainage and utility easement) and a reduced street width (28 feet) for the portion of the road that does not have any lots adjacent to it (approximately 400 feet). The remainder of the street and right-of-way shall meet the City's minimum requirements. The proposed street curves do not meet a 30 mph design speed; advanced warning and speed advisory signs would be required. The proposed cul-de-sac is approximately 1,400 feet long, which exceeds the 800-foot maximum length stipulated in the City Code. Based on the lot configuration and wetland conditions on the site, staff supports the proposed variance. RETAINING WALLS A retaining wall is proposed on the west side of the road, in the southwest comer of the site. The maximum height of the wall as shown on the grading plan is five feet; therefore, a building permit is required to construct the wall. Plans must be submitted with the permit application and must be signed by an engineer registered in the State of Minnesota. UTILITIES A 12-inch trunk watermain extends from the townhome development to the west to the Reflections development south of Highway 212. The developer proposes to extend lateral watermain from this trunk line to service the development. Based on the proposed elevations of the homes, the operating water pressures within the homes will meet the minimum required per 10 States Standards; however, some homes may choose to install a privately -owned and maintained booster to provide a higher water pressure. The watermain shall be 8-inch PVC (C-900). The developer proposes to extend lateral sanitary sewer from the existing 8-inch lateral sanitary sewer north of the site. The developer is required to get the necessary easement to complete this work prior to final plat submittal. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 22 of 31 Street and utility plan and profile construction plans must be submitted with the final plat. A portion of the trunk sewer and water hookup fees must be paid in cash with the final plat in the rate in effect at that time. The property was assessed $8,700 for the 2006 Trunk Watermain Extension. This assessment was certified to Carver County property taxes; therefore, the final payment will be made with the second half taxes or when the property is final platted, whichever event takes place first. SWMP FEE WORKSHEET P NO. ma fYOIECr xa.... aRb llah LY SAA .A— 13= PAtlW. 3" A.�k..s fAM LOtOIIC Q.A» CATJ f1 I6010!!D®d.�-M Pees R.WA— 1m To WArn QDALQY WATER QDANTOT f ;MW 9® f V'Is � WR .m Tm S 5.39DO] 9M S 5y"M 11'EY NR QDA y DIR TOTAL ma Ppa sb®ws.9m+ ss f 441500 S 83sa3U oew.e..m. .aA 3m f zmm f SE9 S0. PPEE f s°e33m SW PCEE m f iy3 TOTAL SWMP EEE f 67,ws0 Pwwi➢be ndv.d fi.br e.a.aYatl ddS. ma m eaYSW ai tledmlae®u pwiyb lay A Surface Water Management Connection Fee will be assessed to this project. This fee is broken into water quality and water quantity and is based upon net developable acreage and a multiplier intended to reflect the anticipated burden the land use will place upon the storm sewer system relative to other land uses. Credit is then given for storm water management best management practices at a rate of 50 o the water quality rate per acre treated. The estimated total Storm Water Management Connection fee is 67,483.50. The following table shows the calculations. EROSION PREVENTION AND SEDIIKENT CONTROL a •fS �Y a:a t-- Peak discharge rates are increased at both places where drainage will leave the site. In both instances the outlet channel has become incised and headcuts are forming within the channel. At the outfall downstream of the driveway, a surge basin was installed at some point in the past. The channel has since worked around either side of the surge basin as illustrated in the photograph to the left. The other channel is incised. The depth of this incision will increase and will almost certainly Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 23 of 31 accelerate as the discharge rate and, therefore, the scour force within the channel increases. In both instances, this channel discharges to Rice Marsh Lake and the resulting erosion will lead to increased sediment deposition into the lake. Efforts must be taken to reduce the rate of runoff or assure that the channels are stabilized to prevent further degradation. The total disturbed area is unknown but is certainly greater than one acre in size. Given the total disturbance it must be compliant with the National Pollution Discharge Elimination System General Permit Authorization to Discharge Stormwater Associated with Construction Activity (NPDES Construction Permit). As part of this permit, the applicant is required to develop a Surface Water Pollution Prevention Plan (SWPPP) with three elements: a narrative, plan sheets and standard detail plates. Each of these elements requires specific content. Section 19-145 of Chanhassen City Code requires that the construction is compliant with the NPDES Construction Permit and the SWPPP is provided to the City for review and comment. The current submittal is lacking the majority of the required SWPPP content. The Minnesota Pollution Control Agency has developed a checklist to determine if the required content is included. Rather than enumerate the deficiencies, the applicant and their consultant are referred to this document and Part III of the NPDES Construction Permit. Additionally, the new NPDES Construction Permit was approved on June 25, 2013 and will go into effect on August 1, 2013. It will be incumbent upon the applicant to determine if compliance with the new permit will be necessary or if this project will be permitted under the permit that expires on July 31, 2013. Staff will make available to the consulting engineer a redlined set of the current plans and an example of a SWPPP that was authored by the city. COMPREHENSIVE PARK PLAN The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed Preserve at Rice Lake development would not meet this guideline. The nearest park is Rice Marsh Lake Park which is located approximately one mile away if utilizing the city's pedestrian trail network. COMPREHENSIVE TRAIL PLAN The city's comprehensive trail plan calls for the future completion of a Rice Marsh Lake Trail to be constructed around the perimeter of the lake. This proposed subdivision should provide for and construct a trail connection to this future trail starting at the public street and extending to the southeast corner of the property. This trail connection should be situated in a public outlot or trail easement. The developer shall pay full park fees in effect at the time of final plat approval. LANDSCAPING AND TREE PRESERVATION The applicant has provided a tree inventory and removal plan for the subdivision. Bufferyard plantings are required for this development along Highway 212. Tree preservation calculations for the development are shown below. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 24 of 31 Total upland area (excluding wetlands) Total canopy area (excluding wetlands) Baseline canopy coverage Minimum canopy coverage allowed Proposed tree preservation 413,111 SF or 9.48 ac. 66,600 SF or 1.52 ac 16% 25% or 103,277 SF 4% or 16,820 SF The developer does not meet minimum canopy coverage allowed. Additional plantings will be required to bring the baseline canopy coverage up to the minimum required. Required plantings 87 trees (66600-16820)x1.2 54 trees required (103277-66600) 33 trees required The applicant has proposed a total of 48 new trees and 50 transplanted evergreens in the landscape plan. The applicant is required to provide bufferyards along Highway 212. The minimum plantings required and the applicant's proposed quantities are shown in the table below. Required Proposed South property line - 15 overstory trees 7 overstory trees Hwy 212, bufferyard B, 31 understory trees 4 understory trees 956' 46 shrubs 50 transplant evergreens 36 shrubs The applicant does not meet minimum requirements for bufferyard plantings along the south property line. All but a handful of trees are located offsite on MnDOT property. Staff recommends the landscaping be located on the applicant's property unless proof of MnDOT approval is given to the city. NOISE STUDY The developer has prepared a noise analysis for noise that will be generated by traffic on Highway 212. The analysis identified appropriate noise mitigation measures to meet noise standards for residential homes as specified by the Minnesota Pollution Control Agency. The wall is proposed to be in the MnDOT right-of-way, which shall be implemented by the developer. The following is a summary of the traffic noise assessment which was conducted by David Braslau Associates, Inc.: • Traffic noise levels have been predicted for the Preserve at Rice Lake location north of TH 212 in Chanhassen, Minnesota. • The analysis has been performed for 16 receptor locations both at the ground floor and upper or second -story level. • A noise wall on top of the existing berms that will extend the existing noise wall to the west is proposed. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 25 of 31 • The top of the wall elevation is 924 and the wall varies in height from 8 feet on the west to 10 feet on the east, with a higher wall between the berms and on the east end, where a short wrap -around wall is proposed. • With the wall, all of the ground level receptors are predicted to be below the daytime L10 65 dBA standard for residential land uses. All second -story receptors are also predicted to be below the standard except the two closest, which are estimated to be only 2 dBA over the daytime standard. • Nighttime (6-7 am) levels at all of the receptor sites are estimated to be over the L10 55 dBA standard. • However, exceptions to the noise standards permit the NAC-2 or Commercial Noise Standard to be applied which is Ll0 70 dBA, providing certain conditions are met. With appropriate home construction, these conditions should be met so that all receptor sites will be in compliance with the state noise standards. RECOMMENDATION A. COMPREHENSIVE PLAN AMENDMENT Staff recommends that the Planning Commission approve the land use map amendment from Residential — Low Density to Residential — Low and Medium Density with the following condition, and adoption of the attached Findings of Fact and Recommendation: 1. Approval of the Land Use Amendment is subject to Metropolitan Council determination of consistency with system plan. B. REZONING Staff recommends that the Planning Commission approve the rezoning from Residential — Low Density (R4) and Mixed Low Density Residential (R8) to Planned Unit Development — Residential (PUD-R) with the following condition; and adoption of the attached Findings of Fact and Recommendation and attached ordinance rezoning the property. 1. Approval of the Rezoning is contingent upon approval of the final plat and execution of the development contract. C. PRELIMINARY PLAT: Staff recommends that the Planning Commission approve the preliminary plat to subdivide 13.22 acres into 16 lots and 2 outlots as shown in plans dated received June 14, 2013 with the following conditions, and adoption of the attached Findings of Fact and Recommendation: All lots must comply with the following table: Planning Commission Preserve at Rice Lake - Planning Case 2013-12 July 16, 2013 Page 26 of 31 COMPLIANCE TABLE Area Width Depth Maximum (square feet) (feet) (feet) Hardcover Notes s uarc feet 60 at PUD 10,000 building 100 30 percent setback LI B1 10,510 139 122 3,153 Wetland L2 B 1 10,076 89 108 3,022 Wetland L3 Bl 10,100 135 107 3,030 Wetland L4 BI 10,353 84 141 3,150 Wetland L5 Bl 10,011 69 146 3,003 L6 Bl 10,622 62 130 3,198 UB1 10,017 62 120 3,005 L8 Bl 10,000 62 124 3,000 Wetland L9 Bl 10,041 62 128 3,012 Wetland L10 Bl 10,212 61 126 3,063 Wetland L11 Bl 12,936 7 (building 121 3,880 Wetland L12 B1 10,089 75�g 118 3,026 Wetland setbacLI B2 96 (building Wetland, * area of neck 12,723* setback) 128 3,817 (5,580 sq. ft.) excluded from lot area calculations L2 B2 10,830 75 102 3,249 Comer lot L3 B2 10,096 106 127 3,029 L4 B2 10,004 91 148 3,001 Outlot A 281,352 6.46 acres open space/wetlands Oudot B 48,043 1.1 acres open s wetlands ROW 72,309 1.66 acres TOTAL 576,299 13.23 acres Wetland setback: 20 ft. buffer, 30 ft. principal structure, 15 ft. accessory structure. Front: 25 ft. Rear: 30 ft., accessory structure 15 ft. Side: 10 ft. house, 5 ft. garage 2. All relocated trees shall be warranted for two seasons and replaced by developer if dead or dying within that time period. 3. The applicant shall show proof to the city of permission by MnDOT to place landscape materials on state right-of-way. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 27 of 31 4. The applicant shall increase bufferyard plantings along the south property line to meet minimum requirements. 5. Advanced warning and speed advisory signs are required where the design speed is less than 30 mph. 6. The site plan and HydroCAD model must be revised to address the following comments: a. Peak discharge rates are proposed to increase at the following locations: Runoff leaving the overall site for the two-year (2.8-inch) rainfall and snowmelt events. ii. Runoff leaving the wetland located on the western portion of the site for each design event. iii. Runoff leaving the site to the north for the snowmelt event. b. Use a pond in the model at the 18-inch culvert located north of the site. C. The analysis should reflect any overtopping of the driveway or other overland flows that may occur. d. Due to the increased velocities through the 12-inch culvert leaving the western wetland, the developer must provide a design to address associated erosion at this location. Any required improvements outside of existing easements shall require additional easements. e. The drainage areas and/or curve number in the HydroCAD model must correspond to the Drainage Area and Curve Number Table. f. Directly connected impervious areas must be modeled separately rather than included in the composite Curve Number computation. g. The applicant must provide calculations (or submit a model) demonstrating that the city's requirements for water quality are satisfied. i. If the event -based NURP standard cannot be achieved by dead pool storage, then (P8 or other) calculations should be based on equivalent annual removal efficiencies. ii. If an iron -enhanced filtration system is included in the design, calculations should be provided demonstrating the water quality treatment benefits of the BMP. Detailed plans of the system should be submitted for review with the calculations. iii. The report notes that the east pond is able to remove 87.8% of the phosphorus load. This removal efficiency appears excessively high. It is anticipated that there is either an error with the model inputs or the calculation was performed for a particular rainfall event rather than annualized removal efficiency. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 28 of 31 7. The HydroCAD model must be revised so that the impervious surface of the lots is 30%. 8. If groundwater is encountered during site construction the lowest floor elevations must be adjusted so that there is a minimum three-foot separation. 9. The developer must provide additional information showing how the proposed "Preservation/Stormwater Volume Reduction Area" between the large wetland and the back of Lots 4-7, Block I will meet the minimum requirements. 10. Storm sewer sizing calculations must be submitted with the final plat application and shall include the existing storm sewer at Tigua Lane (approximately 280 feet east of the proposed street intersection). The existing 12-inch reinforced concrete pipe north of Lots 7 and 8, Block 1 shall also be included in the analysis. 11. The grading plan must be revised to address the following comments: a. The developer must obtain a MnDOT permit for the proposed grading within the MnDOT right-of-way. b. The grading plan must be revised at the slope down from the street to the wetland at Station 3+00, and between Lots 3 and 4, Block 1 so the slope does not exceed 3H:IV. c. The lowest openings of Lots 2 and 3, Block 2 must be at least one foot above the emergency overflow elevation. d. The minimum floor elevation of Lots 8, 9 and 10, Block 1 shall be 897.6'. e. The building envelope for Lot 3, Block 2 must not encroach into the drainage and utility easement. f The sideyard drainage and utility easements between Lots 10 and 11, Block 1 must match what is shown on the plat. g. The building pad shown for Lot 1, Block 2 cannot accommodate any of the house styles provided and must be revised accordingly. h. It is difficult to discern between the proposed contours, lot lines and setback lines. The developer's engineer is requested to change the drawing line weights. 12. A building permit is required to construct the proposed retaining wall. Plans must be submitted with the permit application and must be signed by an engineer registered in the State of Minnesota. 13. Some homes may choose to install a privately -owned and maintained booster to provide a higher water pressure. 14. The watermain shall be 8-inch PVC (C-900). Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 29 of 31 15. Prior to final submittal the developer must obtain the necessary easement to install the sanitary sewer off -site, to the north. 16. A portion of the trunk sewer and water hookup fees must be paid in cash with the final plat in the rate in effect at that time. 17. Street and utility plan and profile construction plans must be submitted with the final plat. 18. The Surface Water Pollution Prevention Plan (SWPPP) must be prepared as a standalone document and submitted to engineering for review and comment. This SWPPP shall include a narrative, plan set and applicable details. 19. The SWPPP must include the required elements as listed in Part III of the National Pollution Discharge Elimination System General Permit Authorization to Discharge Stormwater Associated with Construction Activity (NPDES Construction Permit) and in the MPCA SWPPP checklist. 20. A detailed erosion prevention and sediment control plan must be submitted for review and approval per the requirements of Section 19-145 of Chanhassen City Code and the NPDES Construction Permit. This should include, among the other listed requirements, all temporary and permanent best management practices. 21. There is significant evidence of gully erosion at both off -site discharge locations. Rates must be reduced below existing discharge rates or efforts must be taken to stabilize these discharge points to prevent further channel incision and head cutting. 22. A vegetation establishment and management plan must be developed for all areas preserved as open space including those areas graded for the construction of stormwater management practices that are above the normal water level. 23. Minnesota Department of Transportation right-of-way is outside of the City of Chanhassen's WCA jurisdiction as MnDOT is their own LGU. Chanhassen's review of wetland boundaries ended at the property limits. The applicant must get all appropriate approvals from MnDOT for work on the sound wall. 24. The development must comply with the MN Rules Chapter 6120 and the DNR must issue their concurrence to this effect. 25. Estimated Surface Water Management Connection charges due at the time of final plat are $67,483.50. Provide area of wetland buffer after development to accurately calculate credit. 26. Full park fees in lieu of parkland dedication and/or trail construction are collected. The park fees shall be collected in full at the rate in force upon final plat submission and approval. At today's rate these fees would total $92,800 (16 lots X $5,800 per lot). 27. Dedication of a public outlot or easement to accommodate the construction of a neighborhood trail connection to the future Rice Marsh Lake Trail. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 30 of 31 28. Construction of the 8-foot wide neighborhood trail connection from the public street to the southeast comer of the property. 29. The applicant shall comply with all MnDOT requirements for any work within their right-of- way, i.e. noise wall, landscaping, etc. D. VARIANCES Staff recommends that the Planning Commission approve the Variances to allow a reduced setback from Highway 212 and a cul-de-sac that exceeds 800 feet in length as shown in plans dated received June 14, 2013 with the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. Approval of the variances is contingent upon approval of the Land Use Plan Amendment, Subdivision, Site Plan Review, Rezoning and Wetland Alteration Permit. E. SITE PLAN REVIEW Staff recommends that the Planning Commission approve the site plan for a medium density development as shown in plans dated received June 14, 2013 with the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. Approval of the Land Use Amendment subject the Metropolitan Council determination of consistency with system plan. 2. Adoption of the Chanhassen PUD Ordinance, which shall be created to govern the site and design standards. 3. Execution of the Site Plan Permit. 4. Approval of the final plat and execution of the development contract. F. WETLAND ALTERATION PERMIT Staff recommends that the Planning Commission approve the wetland alteration permit as shown in plans dated received June 14, 2013 with the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. Wetland buffers are required around all wetlands on site. 2. A plan should be provided showing the location of all wetland buffer signs. These signs shall be placed concurrent to the installation of erosion prevention and sediment control BMPs except when grading is proposed at a buffer monument location. Planning Commission Preserve at Rice Lake — Planning Case 2013-12 July 16, 2013 Page 31 of 31 3. The plan must meet the sequencing requirements of the Minnesota Wetland Conservation Act. This can be accomplished by locating the sidewalk to the north side of the proposed road and extending the regional connection between lots 11 and 12 of Block 1. 4. A completed Application for Withdrawal of Wetland Credits Form shall be provided with the Minnesota Local/State/Federal Application for Water/Wetland Projects as well as a signed and executed purchase agreement between the applicant and the bank holder. 5. Wetland nomenclature on plan set shall be amended to correspond with HydroCAD drainage report and wetland replacement application. 6. Approval of the Wetland Alteration Permit is contingent upon approval of the Land Use Plan Amendment, variances, Rezoning, Site Plan Review, Final Plat, and execution of the Development Contract. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Ordinance Rezoning to PUD-R for Preserve at Rice Lake. 3. Development Review Application. 4. Letter from Minnesota Department of Transportation dated July 3, 2013. 5. Reduced Plans. 6. Public Hearing Notice and Mailing List. 7. Development Review 60-day extension letter dated May 7, 2013. 9:Iplan12013 planning cascs\2013-12 preserve at rice lakeVudrepmtdm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION II ' Application of J & S Ventures 1, Inc. and Chestnut Group, LLC for a Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances; Site Plan Review; and Wetland Alteration Permit. On July 16, 213, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of J & S Ventures 1, Inc. and Chestnut Group, LLC for a Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances; Site Plan Review; and Wetland Alteration Permit. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single-family Residential District, RSF. 2. The property is guided in the Land Use Plan for Residential -Low Density use. 3. The legal description of the property is as follows: All that part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 115, Range 23, Carver County, Minnesota, lying north of the MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17, according to the recorded plat thereof, said Carver County. Except the North 30.00 feet of the west half of said Northwest Quarter of the Northeast Quarter. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed use is or will be compatible with the present and future land uses of the area. C. The proposed use conforms with all performance standards contained in the Zoning Ordinance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 6. The Zoning Ordinance directs the Planning Commission to consider the following when evaluation a Site Plan: 2 a. The proposed site plan is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements of city code; c. The proposed site plan preserves a portion of the site in its natural state to the extent practicable by minimizing tree and soil removal; d. The proposed site plan creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed site plan creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed site plan 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. 7. Wetland Alteration Permit: a. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interferewith traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. 8. Variance Findings — Section 20-58 of the City Code provides the following criteria for the granting of a variance: The fourth request is to allow reduced setbacks from Highway 212 and length of a cul-de-sac. There will be a noise wall that will separate this development from the highway. The City code requires a minimum setback of 50 feet along the parameter of a planned unit development. The applicant is requesting a 30-foot setback. a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. Finding: The 50-foot perimeter setback was established to separate potentially incompatible uses. In this area a noise wall will separate the uses. Additional setbacks are not necessary. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. 4 Finding: The wetlands on the property and the location of the Highway 212 right-of- way create a practical difficulty in locating houses at the 50-foot setback. In this area a noise wall will separate the uses. Additional setbacks are not necessary. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The purpose of the variance is not based on economic considerations alone. The applicant is proposing to construct single-family home on residential property at a typical building setback. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The alleged difficulty or hardship is not a self-created hardship. The wetlands on the property and the location of the Highway 212 right-of-way create unique circumstances for the placement of homes. e. The variance, if granted, will not alter the essential character of the locality. (Similar home sizes) Finding: The homes will be compatible with the surrounding area. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Finding: This does not apply to this request. 9. The city may grant a Variance from the regulations contained in the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: a. The hardship is not a mere inconvenience, but is due to the property being accessed from West 86m Street and then meandering around the wetlands. No additional street access is available to the property due to the wetlands; b. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land with wetlands located to the north, south and east and west of the site; c. The condition or conditions upon which the request is based are unique and not generally applicable to other property since it is located on property that is hemmed in by wetlands; d. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of the subdivision ordinance, the zoning ordinance and the comprehensive plan. 10. The planning report #2013-12, dated July 16, 2013, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preserve at Rice Lake development ADOPTED by the Chanhassen Planning Commission this 16th day of July, 2013. CHANHASSEN PLANNING COMMISSION BY: It's Chairman CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MWNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, PRESERVE AT RICE LAKE THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning 13.23 acres of property located at the southeast intersection of Tigua Lane and West 86th Street and north of Highway 212, from Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R), incorporating the following design standards: PRESERVE AT RICE LAKE a. Intent The purpose of this zone is to create a PUD for a single-family detached development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more -sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Except as modified by the Preserve at Rice Lake development standards, the development must comply with the Residential Low and Medium Density District, RLM. b. Permitted Uses The permitted uses in this zone shall be limited to single-family detached houses and their ancillary uses. The type of uses to be provided on common areas shall be low -intensity neighborhood - oriented accessory structures to meet daily needs of residents. Such uses may include development signage, garden, gazebo, maintenance shed, picnic shelter, permanent open space, playground equipment and trails. C. Setbacks The PUD ordinance requires setbacks from roadways and property lines. The following table displays those setbacks. Setback Standards Highway 212 30 feet Exterior(Perimeter) Lot Lines 50 feet Front Yard 25 feet Side Yard: garage side and house side 5 feet/10 feet (minimum separation between buildings is 15 feet Setback Standards Rear Yazd 30 feet Hard Surface Coverage on individual lots 30 % * Single-family detached area 1,000 square feet Single-family detached Oot width 60 feet Single-family detached (lot de 100 feet *Lot coverage may not exceed those established in the compliance table. COMPLIANCE TABLE Area Width Depth Maximum (square feet) (feet) (f) Hardcover Notes (square feet 60 at PUD 10,000 building 100 30 percent setback L1 B1 10,510 139 122 3,153 Wetland L2 BI 10,076 89 108 3,022 Wetland L3 BI 10,100 135 107 3,030 Wetland L4 BI 10,353 84 141 3,150 Wetland L5 BI 10,011 69 146 3,003 L6 BI 10,622 62 130 3,198 L7 BI 10,017 62 120 3,005 L8 BI 10,000 62 124 3,000 Wetland L9 BI 10,041 62 128 3,012 Wetland L10 B1 10,212 61 126 3,063 Wetland Ll1 BI 12,936 72 (building 121 3,880 Wetland setback L12 B1 10,089 75�g 118 3,026 Wetland setbacLI B2 96 (building Wetland, * area of neck 12,723* setback)128 3,817 (5,580 sq. ft.) excluded from lot area calculations L2 B2 10,830 75 102 3,249 Comer lot L3 B2 10,096 106 127 3,029 14 B2 10,004 91 148 3,001 Outlot A 281,352 6.46 acres open space/wetlands Outlot B 48,043 1.1 acres open spacelwetlands ROW 72,309 1.66 acres TOTAL 1 576,299 13.23 acres Wetland setback: 20 ft. buffer, 30 ft. principal structure,15 ft. accessory structure. Front: 25 ft. Rear: 30 ft., accessory structure 15 ft. Side: 10 ft. house, 5 ft. garage 2 d. Monument Sign One monument sign shall be permitted at the entrance to the development off of West 86th Street. The sign shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height. The sign shall be set back a minimum of 10 feet from the property line. e. Lighting All light fixtures shall be shielded. Light level for site lighting shall be no more than''/z-foot candle at the project perimeter property line. This does not apply to street lighting. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 120' day of August, 2013, by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on g:\plan\2013 planning cases\2013-12 preserve at rice lake\ordinance amendment.doc 3 CITY OF CHANHASSEN RECEIVED CITY OF CHANHASSEN APR "I 9 2013 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 2&!"6VENPLANNING DEPT DEVELOPMENT REVIEW APPLICATION ;11:ucr Applicant Name and Address: I KSO Knob WO Lane s xcelsior MN 5S331 Contact: Scl,r, Krobinu F< Phone:95z-4-74•s-66Z Fax:9sz-4i4-o3r3 Email: SKnobsa Knoblavclbul�Jerscon Cell 61z-- L190- usyv Planning Case No.p`Z013" la � Ate aota-6a 1 oaf - I can,,? otyvl[ (Dm& Property Owner Name and Address: Chet,+no+ Grove C LC PO f2'ox 8 R C t-xQS {Ca . M N 553) g Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans X Comprehensive Plan Amendment 100 Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit }ZC 2 vv� i ACI -.e X Planned UnrDevelopment' '7'O X Rezoning Sign Permits Sign Plan Review &q X Site Plan Review (SPR)'gC04-(SV It.)=GBt) x Subdivision' 600+6511 16) = ' 'Ljo _ Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) X Variance (VAR) 7-00 X Wetland Alteration Permit (WAP) 4;1**-7y Zoning Appeal Zoning Ordinance Amendment _ Notification Sign - $49e- N IC. per SAT (City to install and remove) X Escrow for F" Fees( o ost" 160 - $50 CUP AC A AP etas & Bounds - $450 Minor -SUB �q TOTAL FEE $ aOq t5 � � nrwfJW0.L1 7/ti+Jv An additional fee of 3.00 per addre within the public hearing notification area will be Invoiced to the applicant prior to the public heap W6 *Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications throuqh 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. PROJECT NAME: The Preserve a4 R .,cg L a K e LOCATION:_Aciaq«vT -Lo o.ru1 INar+%, of IiW, ZlZ and earl e lot LEGAL DESCRIPTION AND PID: S ee g42j"ItecS L qq� D esc p i o t1 TOTAL ACREAGE: 1 3 Z 3 At_ WETLANDS PRESENT: YES NO PRESENT ZONING: R S F Q- W REQUESTED ZONING: P LA D - IZ PRESENT LAND USE DESIGNATION: �.ow DLO rtsI�v REQUESTED LAND USE DESIGNATION: fn x o-2 P,os Le D ns �y and �es I^1ed �r7 .�) REASON FOR REQUEST:_Develop -%en4 o1' t(o FOR SITE PLAN REVIEW: Include number of existing employees: 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 pertalning 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. 1 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. C� 3ignature of App" it ?rj j LOETRGl. ate Si attire of Fee War q G(f%.SiP� (JRovQ (fc c. Date 6:\P1M\f nmtdevclopment mvim applicatioa.doc APPLICATION FOR PUD REZONING & PRELIMINARY PLAT REVIEW Chanhassen City Staff Planning Department May 20, 2013 J & S Venturesl Inc. is proposing a 16 lot single family development called Preserve at Rice Lake. It is located southeast of Tigua Lane and West 86's Street, just north of Hwy 212. The property is 13.23 acres. We are requesting a re -zoning to a PUD. The site has 163,187 sq. ft. of delineated wetlands of which only 14,095 sq. ft. would be impacted. We are proposing to satisfy the 2:1 wetland mitigation requirements by purchasing wetland credits from a wetland bank. The development utilizes a portion of the upland a&a to create 16 lots ranging in area from 10,004 to 18,303 Sq. Ft. The overall proposed del#ty of the 14lots on 13.23 acres is 1.2 units per acre. This proposal leaves 3.65 acres of upland included open space. The proposed rezoning of the site is to a`PVR. The PUD designation is to allow for deviations from zoning requirements in order to.p(ovide a better development while being sensitive to the wetlands and working around`t t'site constraints. The PUD process allows the City the flexiblity to create better developments by deviation from standard zoning code requutpents in exchan"r the expectation that the development will result in better land use taking into account the environmental features of the property. Benefits to this PUD:A�. L The site is essentially clustered. This clustering allows for the creation and preservation of open space within the subdivision. The development proposes to retain 57.2% open space versus the 50% minimum required. With the application of clustering the lots, the natural features and beauty of the site can be preserved. This project will have the gross density is a 1.2 units per acre, and the average lot size will be 1/4 acre. 2. The vast majority of the existing wetlands will remain untouched. The main impact is due to the necessity of the access road, without which the parcel could not be developed. All wetlands have appropriate buffer areas which will be contained within outlots to be deeded to the city. The developer will place a sign or post indicating conservation area at the rear lot corners of those lots abutting the wetland outlot. 3. Behind lots 4 thru 8, Block 1, between the minimum wetland buffer strip and the rear property lines, we are proposing to keep this area as an enhanced preservation area. This would effectively enlarge the buffer area and help filter the rear yard runoff from the wetland. This would enhance and help protect the natural wetland beauty of the site. 4. The developer is currently working with the adjacent land owner to the north in an effort to connect into sanitary sewer service via a manhole located on the landowner's lot. The original plan for this project called for connecting to a manhole approximate 200 feet north of the northeast comer of the property. This original plan would have required the removal of significantly more trees in this area, and would be a large impact to the high quality wetland on the east end of the parcel. We are also in discussions with this land owner to provide them a water service hook up to City water. 5. Installation of a noise wall. As the developer we will be installing an extensive noise wall along Hwy 212 which will not only lessen the highway traffic noise for this property but for the adjacent properties as well. The wall will be constructed to match that of the adjacent existing wall. The wallyV be constructed in the MnDOT right-of-way. MnDOT is aware of this prArosai and is not opposed to the wall or plantings. 6. Clustering the lots allows for reduced hard sulfdce ara tWhile there are no individual lot hard surface requirements, the calculations w demonstrate this claim. 1a Street Pavement Area 43,183tSq. Ft. Sidewalk & Future Trail t ,10,713 Sq. Ft.,,, Driveway IC6 Sq. Ft (Est. 1,000 per lot) Bldgs, Porch, Patios etc. L4p;000 Sq. Ft. (Est. 2,500 per lot) 11 Jvw I I Total Hard Cover . . a I45;896 Sq. Ft. (19.07%) 7. We also are proposing additional frees over and above what is minimally required. Minimally required are 87 trees and 46 shrubs. We are proposing planting f2 (13 % more) trees'and 54 additional ornamental grasses. Added to the shrubs, this is a 117% increase. The trees and grasses will enhance the streetscape and provide a vispally unifying element. 8. Mail Boxes. A cit°st,¢m designed mail box will be constructed. These will be grouped to minimiie street impact and to comply with the US postal service requirements. Placement and design must have final approval by the post office prior to installation. 9. Street Element Plantings. The additional Prairie Fire crabapple trees and Purple Foliage switch grass placed approximately every 50 feet along the main entrance and at the trailhead will help to make a unified appearance for the subdivision while helping to make a visual transition from the natural landscape to the urban maintained landscape. The plant materials are native in appearance but by using them often and in a uniform pattern, the image will be one of design and not random as in nature. 10. We are proposing a 5' wide sidewalk. This sidewalk will not only be used by the residents but we believe it will be mostly used by the surrounding neighborhood as access to the future park trail to the east. This side walk will make the pedestrian feel more like they are on a continuation of the park trail to the east, instead of walking through someone's front and side yards to get to the trail. Lastly, it should be a very safe trail to walk on because on the south side of the cul de sac there are only 3 driveways. 11. Staff is also asking that the trail extension be located between Lots 11 and 12 to avoid a small wetland impact. Doing this would not be a problem except that we feel that this route not only makes the pedestrian experience not as pleasant with less of a secluded walk, but it is also more intrusive for the adjacent residences. We feel the trail as shown allows a more open view public access while still protecting the adjacent resident's privacy. We also believe that the future trail can be constructed to minimise the wetland impact. We will construct the sidewalk section within the right of way, and the rest is shown as future trail. It is our understanding that if we construct the sidewalk as shown on the plan then eventually the City Parks Department will construct the trail portion from the cul de sac to the east, shown as future trail t' r e This property is both beautiful with its wetlands and natural areas, audyet has had many constraints that make it difficult to develop. This very beautiful singfe family development will provide the best situation for land use for this parcel, while still preserving a large portion for open space. This development also at the same time creates a buffering with the impact of the•highway and minimizing the impact to adjacent existing neighbors. We ask the City to approve..tNs preliminary plat of The Preserve at Rice Lake so that this subdivision can and wi}Ybe ab 6ienity to the City of Chanhassen and the surrounding residen ' borhoUs for many years to come. Sincerely, i 1 John Knoblauch Vice President J & S Ventures Inc. °1`00'4,o Minnesota Department of Transportation �� Metropolitan District , Waters Edge Building 1500 County Road B2 West Roseville. MN 55113 July 3, 2013 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 SUBJECT: Preserve at Rice Lake MnDOT Review # S12-058A North Side of US 212, East of TH 101 Chanhassen, Carver County Control Section 1013 Dear Ms. Al -Jaffa RECEIVED JUL 8 - 2013 CITY OF CHANHASSEN Thank you for the opportunity to review the revised site plan for the proposed Preserve at Rice Lake. Before any further development, please address the following issues: Proposed Noise Wall. Consistent with MnDOT's May 5, 2008 letter to John Klingelhutz, MnDOT will "grant permission for the construction and placement of noise mitigation on MnDOT right-of- way with the following conditions: 1. All MnDOT construction specifications and requirements are met; 2. Submission of noise mitigation plans. The noise mitigation plans shall contain the necessary documentation showing the effectiveness of the mitigation (a.k.a. a. "Noise Study); 3. The noise mitigation plans meet MPCA standards for noise reduction; 4. The noise mitigation design is of the same nature, or consistent with, existing MnDOT noise mitigation in the vicinity; 5. All future maintenance and ownership agreements are in place; and 6. All Appropriate permits are acquired." The details concerning these six items will need to be addressed in a Cooperative Construction Agreement between the City of Chanhassen and MnDOT. For consistency with the noise wall to the west and to avoid confusion, MnDOT is willing to take over ownership of the wall following construction. Additionally, as is typical with new wall construction, MnDOT will address issues such as graffiti on the US 212 side and the City will need to address such issues on the portion of the wall facing away from US 212. Please note that permanent structures and landscaping will be prohibited on MnDOT right-of-way due to potential drainage issues. MnDOT is allowing the noise wall to be constructed on MnDOT property because of the unique circumstances associated with this development. Future noise walls built for development adjacent to US 212 will not be allowed on MnDOT right-of-way. To initiate the cooperative construction agreement, please contact MnDOT Metro District's Area Engineer, Diane Langenbach at 651-234-7721. Water Resources: A MnDOT drainage permit may be required. It is MnDOTS policy that current drainage rates to MnDOT right-of-way must not be increased. To determine if a drainage permit is needed, please provide a grading plan showing existing and proposed contours. Also provide drainage area maps for the proposed project showing existing and proposed drainage areas with flow directions indicated by arrows. This information should be submitted to: Hailu Shekur Water Resources Engineering 1500 West County Road B2 Roseville, MN 55113 If it is determined that the project does drain to Mn/DOT right-of-way, a drainage permit will be required to ensure that current drainage rates to Mn/DOT right-of-way will not be increased. The drainage permit application, including the information below, should be submitted to: Minnesota Department of Transportation Metropolitan District - Permit Office 1500 W. County Road B-2 Roseville, MN 55113 The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours, 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off -site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows, 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events, and 4) An electronic copy of any computer modeling used for the drainage computations. Please direct questions concerning drainage issues to Hailu Shekur (651-234-7521) or (hailu.shekurAadot.state.mn.us) of Mn/DOT's Water Resources section. Review Submittal Options: Mn/DOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. Mn/DOT can accept the plans via e-mail at metrodevreviews.dot(a),state.mn.us provided that each separate e- mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: Mn/DOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk. 4. Plans can also be submitted to Mn/DOT's External FT? Site. Please send files to: ftn://ftp2.dot.state.mn.us/nub/incoming/MetroWatersEdee/Plannine Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dota,state.mn.us indicating that the plans have been submitted on the F"TP site. If you have any questions concerning this review please feel free to contact me at (651) 234-7794. Sincerely, Tod Sherman Planning Supervisor Copy sent via E-Mail: Buck Craig, Permits Sheila Kauppi, Area Manager Nancy Jacobson, Design Hailu Shekur, Water Resources Nicholas Olson, Water Resources Katherine Heinz, Water Resources Lee Williams, Right -of -Way Douglas Nelson, Right -of -Way John Isackson, Right -of -Way Diane Langenbach, Area Engineer Merlin Kent, Traffic David Sheen, Traffic Pete Wasko, Noise and Air Molly Kline, Maintenance Dale Dombroske, Bridge and Structures Pat Bursaw, Transportation Operations Manager David Seykora, State Prog. Admin. 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Engelhardt, being first duly sworn, on oath deposes that she is and was on July 3, 2013, 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 Bearing for Preserve at Rice Lake — Planning Case 2013-12 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 �JCj day of 2013. 0 %-LCRA-A Notary Puk�ic #KIM T. MEUWISSEN Notary Public -Minnesota My rpnm ss Ezpi�es 97, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Tuesday, July 16, 2013 at 7:00 P.M. This hearing may not start until later Time: in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Proposal: Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances; Site Plan Review; and a Wetland Alteration Permit. Applicant: J & S Ventures 1, Inc. Property North of Highway 212 and East of Highway 101 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 What about this project. During the meeting, the Chair will lead the Happens at public hearing through the following steps: the 1. Staff will give an overview of the proposed project. Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-12. If you wish to talk to someone Questions about this project, please contact Sharmeen AI-Jaff by email at & saliaff(cDci.chanhassen.mn.us or by phone at 952-227-1134. If you choose to submit written comments, it is helpful to have one copy Comments: to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any Interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative Is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included In the report to the City Council. If you wish to have something to be included in the report, please contact the Planning_StaH person named on the notification. Notice of Public Hearing Chanhassen Plannina Commission Meetina Date & Tuesday, July 16, 2013 at 7:00 P.M. This hearing may not start until later in Time: the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Land Use Map Amendment from Residential -Low Density to Residential -Low and Medium Density; Rezoning from Proposal: Single Family Residential (RSF) and Mixed Low Density Residential (R4) to Planned Unit Development -Residential (PUD-R); Subdivision of 13.22 acres into 16 lots and 2 outlots with Variances; Site Plan Review; and a Wetland Alteration Permit. Applicant: J & S Ventures 1, Inc. Property North of Highway 212 and East of Highway 101 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 What this project. During the meeting, the Chair will lead the public Happens at hearing through the following steps: the 1. Staff will give an overview of the proposed project. Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-12. If you wish to talk to someone Questions about this project, please contact Sharmeen AI-Jaff by email at & saliaff(o)ci.chanhassen.mn.us or by phone at 952-227-1134. If you Comments: choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Revlaw Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party Is Invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested pemon(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. AMY B CULLEN ANNE THERESA JESKE ARTURO F URRUTIA 454 MISSION HILLS WAY E PO BOX 1041 9759 CUPOLA LN CHANHASSEN MN 55317-7706 CHANHASSEN MN 55317-1041 EDEN PRAIRIE MN 55347-3622 BARBARA A FELBER BONNIE M HOGHAUG BRADLEY SCOTT MAPES 468 HEARTLAND CT 425 RICE CT 445 MISSION HILLS WAY E CHANHASSEN MN 55317-7704 CHANHASSEN MN 55317-7709 CHANHASSEN MN 55317-7705 BRIAN M & DAWN M RODELL RILEY BRUCE A DRAEGER CAROLINE L KULIK 8580 MISSION HILLS LN 8541 MISSION HILLS LN 8761 REFLECTIONS RD CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317- CHARLES MOULDER CHESTNUT GROUP LLC CHRISTINE A NELSON 455 MISSION HILLS WAY E 1560 BLUFF CREEK DR 456 HEARTLAND CT CHANHASSEN MN 55317-7706 CHASKA MN 55318-9519 CHANHASSEN MN 55317-7704 COREY A HOEN DANIEL T & KELLY A FASCHING DAVID T & CORRINE A NAGEL 422 RICE CT 8550 MISSION HILLS LN 8550 TIGUA LN CHANHASSEN MN 55317-7709 CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317-9615 DEBRA JEAN NORTON E JAMES VALDIMORE ELIZABETH J SARNESE 441 MISSION HILLS WAY E 409 MONK CT 8791 NORTH BAY DR CHANHASSEN MN 55317-7705 CHANHASSEN MN 55317-7708 CHANHASSEN MN 55317-7624 ENDA J BURGESS FRANCIS T BARUSH REV TRUST FRANK R & THERESA M 476 HEARTLAND CT 400 MONK CT GUSTAFSON CHANHASSEN MN 55317-7704 CHANHASSEN MN 55317-7708 449 MISSION HILLS WAY E CHANHASSEN MN 55317-7705 GARY & LOUANN LESLIE GEORGE J CARLYLE GEORGE SEFCZYK 470 MISSION HILLS WAY 8560 MISSION HILLS LN 420 MONK CT CHANHASSEN MN 55317-7707 CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317-7708 HOANG MINH PHAM JAMES M SCOTT JEAN MARIE KAMRATH 417 RICE CT PO BOX 312 413 RICE CT CHANHASSEN MN 55317-7709 HOPKINS MN 55343-0312 CHANHASSEN MN 55317-7709 JEFFREY W SANVILLE JENNIFER RENKLY JODEE A TOMASSONI 442 MISSION HILLS WAY E 446 MISSION HILLS WAY E 8581 MISSION HILLS LN CHANHASSEN MN 55317-7705 CHANHASSEN MN 55317-7705 CHANHASSEN MN 55317-7713 JOHN D & MARY JO EICHLER JOHN W HOPKINS JONATHAN EFFERTZ 25628 CORDOVA LN 417 MONK CT 459 MISSION HILLS WAY E RIO VERDE AZ 85263-7146 CHANHASSEN MN 55317-7708 CHANHASSEN MN 55317-7706 JONATHAN M SCHMIT JOSEPH & GAYLE HAUTMAN JOYCE A BENNETT 412 MONK CT 8551 TIGUA LN 8789 NORTH BAY DR CHANHASSEN MN 55317-7708 CHANHASSEN MN 55317-9615 CHANHASSEN MN 55317-7624 KAREN L BLENKER KAREN L MORTENSEN KATHLEEN MJOHANNES 405 RICE CT 434 MISSION HILLS WAY E 430 MISSION HILLS WAY E CHANHASSEN MN 55317-7709 CHANHASSEN MN 55317-7705 CHANHASSEN MN 55317-7705 KELLY R MORRISON KENDALL J & KRISTINE R STRAND KURT D & LYNNE MILLER 8773 NORTH BAY DR 8581 TIGUA LN 8590 TIGUA LN CHANHASSEN MN 55317-7624 CHANHASSEN MN 55317-9615 CHANHASSEN MN 55317-9715 LARRY L & SHERRIE D DOBSON LARRY M & MARLENE R NASH LEE A AMIOT 370 86TH ST W 409 RICE CT 428 MONK CT CHANHASSEN MN 55317-9784 CHANHASSEN MN 55317-7709 CHANHASSEN MN 55317-7708 LESLIE M BERGSTROM LILA M ZIMMERMAN LORI LEE PROECHEL 8781 NORTH BAY DR 451 MISSION HILLS WAY E 418 RICE CT CHANHASSEN MN 55317-7624 CHANHASSEN MN 55317-7706 CHANHASSEN MN 55317-7709 LUANN M MARKGRAF MARGIE L WESTERGAARD MARK W LINDNER 401 RICE CT 425 MONK CT 8785 NORTH BAY DR CHANHASSEN MN 55317-7709 CHANHASSEN MN 55317-7708 CHANHASSEN MN 55317-7624 MARY E MUIRHEAD MICHELLE H CARPENTER MISSION HILLS GARDEN HOMES 424 MONK CT 464 HEARTLAND CT 2681 LONG LAKE RD CHANHASSEN MN 55317-7708 CHANHASSEN MN 55317-7704 ROSEVILLE MN 55113-1128 NATHAN HICKS NGA DOAN NICOLE A DELANEY 478 MISSION HILLS WAY E 8799 NORTH BAY DR 8793 NORTH BAY DR CHANHASSEN MN 55317-7707 CHANHASSEN MN 55317-7624 CHANHASSEN MN 55317-7624 NICOLE D OPITZ NICOLE M EVENSON NORTH BAY HOMEOWNERS ASSN 437 MISSION HILLS WAY E 8797 NORTH BAY DR INC CHANHASSEN MN 55317-7705 CHANHASSEN MN 55317-7624 2681 LONG LAKE RD ROSEVILLE MN 55113-1128 PATRICIA A ADAMS PATRICIA M HEDTKE PAUL C LYONS 429 RICE CT 405 MONK CT 8571 TIGUA LN CHANHASSEN MN 55317-7709 CHANHASSEN MN 55317-7708 CHANHASSEN MN 55317-9615 PAUL D JUAIRE QUIRIN & MARIA MATTHYS RACHELLE L TIMLIN 462 MISSION HILLS WAY E 8795 NORTH BAY DR 404 MONK CT CHANHASSEN MN 55317-7706 CHANHASSEN MN 55317-7624 CHANHASSEN MN 55317-7708 RAYMOND C ORTMAN JR RICHARD K & THERESA A HESS RITA HALONEN 8525 MISSION HILLS LN 8561 MISSION HILLS LN 438 MISSION HILLS WAY E CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317-7705 ROBERT J & ARLENE T HART ROBERT M & TAMMY L SCHAEFER ROBERTA A JOHNSON 474 MISSION HILLS WAY E 8571 MISSION HILLS LN 466 MISSION HILLS WAY E CHANHASSEN MN 55317-7707 CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317-7707 RONALD S & BARBRA T EWING ROSE M KERBER ROSEMARY B WILL 8570 MISSION HILLS LN 460 HEARTLAND CT 475 FRISCO CT CHANHASSEN MN 55317-7713 CHANHASSEN MN 55317-7704 CHANHASSEN MN 55317-7718 SARA LUCY KALEY SCOTT J NELSON SHANNON HARER 482 MISSION HILLS WAY E 429 MISSION HILLS WAY E 413 MONK CT CHANHASSEN MN 55317-7707 CHANHASSEN MN 55317-7705 CHANHASSEN MN 55317-7708 SIGNE HANSON STATE OF MINNESOTA - DOT STATE OF MINNESOTA - DOT 1326 90TH AVE 395 JOHN IRELAND BLVD 631 TRAN 1500 W COUNTY ROAD B2 SHERBURN MN 56171-1236 ST PAUL MN 55155-1801 ROSEVILLE MN 55113-3174 STEPHAN M BRINK STEVEN D LEHTO SUSAN M HEINEMANN 433 MISSION HILLS WAY E 8691 TIGUA LN 421 RICE CT CHANHASSEN MN 55317-7705 CHANHASSEN MN 55317-9615 CHANHASSEN MN 55317-7709 SUSAN M LETNER THOMAS D KARELS THOMAS J BOURNE PO BOX 220 416 MONK CT 471 FRISCO CT CHANHASSEN MN 55317-0220 CHANHASSEN MN 55317-7708 CHANHASSEN MN 55317-7718 THOMAS L SIEVERS THOMAS NIMMO TROY A & VIRGINIA L KAKACEK 475 MISSION HILLS WAY E 8561 TIGUA LN 380 86TH ST W CHANHASSEN MN 55317-7707 CHANHASSEN MN 55317-9615 CHANHASSEN MN 55317-9784 TYLOFRANO 8521 TIGUA LN CHANHASSEN MN 55317-9615 JOHN KNOBLAUCH 1450 KNOB HILL LANE EXCELSIOR MN 55331 US HOME CORPORATION VYACHESLAV KRASNOKUTSKIY 16305 36TH AVE N SUITE 600 390 86TH ST W PLYMOUTH MN 55446-4270 CHANHASSEN MN 55317-9784 MAY-08-13 12:09 PM JOHN.KN08LAUCH May 7, 2013 Shanncen AI.Jaff City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 I)car Sharmeen: 9524740313 P.01 fx4c* 75Z.227^Iflo 2X4-f4-e.,O C 4Ar I . c- =--rY .3 K N�6 L ei vc-1A tl.P-S k S This letter is to grant the City of Chanhassen the additional 60 day requirement (until August 18, 2013) to process my subdivision application (site located at the southeast intersection of West 860' Street and Tigua lane and northwest of Highway 212), It is my understanding that the application will be appearing betbre the Planning Commission on June 4. 2013 and before the City Council on June 10, 2013 or June 24, 2013. Sincerely, John Knoblauch rS Ur.'9UA?!!�S �- Z�N'C' CATALOG NO. FPM 100PMAL-8 stones TYPE NO. A FloodPak Series FPM ORDERING INFORMATION Catalog Number: Example: FPM175MAL-e JOB NAME Chaska Retail FPM SERIES LAMP SOURCE OPRONS FPM- MA -Metal Halide AMC -Automatic FloodPak (CWA) standby auxiliary Medium WAirAGE LX-High Pressure L LAMP light Lamp VOLTAGE ed 57-57W Sodium L-Lam (HX-HPF) V 1-120V 70-70W NFL -Compact furnished 8.120V, 100-100W Fluorescent 206V 150-150W PMA-Pulse Start 240Y, 277V 175-175W Metal Halide (HX-HPF) HID units supplied with clear medium base lamp 'AMC not available on 175W fixtures FPSKNUCKLE - 12' Adjustable Knuckle FPSARM - Shoebox Arm Converts RoodPak to pole -mount (minimum 4' square pole) FP2 - Single hole round cover for use with standard 4' round surface boxes FP4B - Three hole FS style cover cover for use on standard single gang FS boxes FPMSHIELD - Vandal Shield Helps protect lens and lamp from breakage Clear polycarbonate shield snaps in place over glass lens FP4A - Single hole FS style cover cover FPSRPA - Round pole adapter. for use on standard single gang FS boxes FPM552 - Replacement Lens TECHNICAL INFORMATION .O Ilt. Wet Loca?ion listed CMscsntrStonm • 2345 Vauxnall Rd • I ],, N_ 07083 • WS 964-'ODD • w stoncollghting can 4M 2-3 PRODUCT SPECIFICATIONS • The FloodPak is a perfect blend of architectural design and performance. • The FloodPak can be surface mounted in various positions Use it as a cut-off wallpack or lip it up 22 5` for forward throw with semi -cut-off Tip it up 450 for floodlighting, or turn it over and use it for indirect/accent lighting • The FloodPak can also be pole mounted or ground mounted [sing mounting accessories • Precision die cast aluminum construction All exposed hardware is stainless steel • Duraplex II dark bronze polyester powder finish is standard but the FloodPak is available in a variety of designer colors • Hinged door frame with clear tempered glass lens • Multi -faceted reflection system provides uniform distribution • Injection molded triple finger silicone gasket • UL wet location listed for above or below horizontal aiming • Complete with a UL approved mounting box rated for 90`C supply wire with integral bubble level • Integral heat sink ensures cool operation • Meets IESNA cut-off requirements • Contractor Friendly design with integral cable permiting easy. hands free wiring Stonco is a Philips group brand SCANNED PHILIPS 2-3 FloodPak Series FPM 3MH 2MH 1MH 0 1MH 2MH 3MH 3MH 2MH 1MH 0 1MH 2MH 3MH 3MH 2MH iMH 0 1MH 2MH 31AH FPM 175MAL-8 ® 00 i i i 3MH 2MH 1MH 0 iMH 2MH 311411 FPM175MAL-8 ® 450 ON MH 2MH 1MH 0 1W 2" 3M1 FPM 175MAL-8 ® 2? 5' FOO[CANDLE CORRECTION Multiply the following factors times the footcandle values for changes in mounting height To Change from to Factor 3.5 2.3 1.0 0.6 LAMP AND WATT CONVERSIONS Lamp 70W 10OW 15OW 175W Multiplier .36 -57 0.7 1.0 MOUNTING OPTIONS ft OW e OW ibp oj� 0' Down 22.5" Down 45° Down D' Up 22.5° Up 45° Up Cresce-t/Stonco • 2345 Vauxhall Rd • Union. NJ 07083 •90&964.70M • ww✓r s' n. oltghl,rg com 4 09 Stonco is a Philips group brand SCANNED P1 ILIPS CATALOG NO. SPH2350PMADM/ARM9s stonco TYPE NO. JOB NAME Chaska retail SytePro Series SPH Direct Mount Luminaire (Type II and III Distribution) ORDERING INFORMATION Catalog Number: Example: SPH2400MADM-1 SP I � � � DM RxruflE DISTRIBUTION LAMP WORY PRODUCT SP- 2 Type 117 SOIAICE INSTALEED OPTIONS SitePro 3-Type III MA -Metal _ SPECIFICATIONS LAMP WATTAGE' Halide MOUNTING FS-Fusing, VOLTAGE ORIENTATION PMA-Pulse --- specify 120 • The SytePro series is designed 250.250W Stan DNI-Direct or 277V3 1.120V to satisfy the growing need H-Lam zmal 320-320W s LA -Hi h Mount FFS-Fusing. 2-208V of lighting designers to meet Lamb 350-35OW6 g specify 208. Pressure 2q0 or 480Vs 3 240V [)ark Sky and light trespass 400-400WO Sodium 4-2T7V requirements. 450-450WO 750-750Ws logo-1000W515 3-1 r 25OW-40OW available in 1 C' deep housing: 450-I000W available in 12' deep housing 2 Horizontal (lamp) mount fixtures provided with Flat Gass Lens standard 3 Not available for 450-1000 watt fixtures: use infine [using 4 Not available in 480V 5 Not available in HPS e Requires reduced outer jacketed lamp. 7 Type II distribution only available in 40OW and below Metal Halide. 3 Must specify voltage: 120, 208, 240 or 277 ACCESSORIES HHSS - Internal House Side Shield for Horizontal Optics. SPGS - External Glare Shield' TECHNICAL INFORMATION T s'—I to•(250W-400w)�- 5' 12'(450w-1000w) r TLR- 5-480V Twist Lock Receptacles 8-120V- TLRIPC-Twist 277V Lock Receptacle with Photo Control includeds PCB -Button Photo Control3,4.e HISS -House -side Shield Colors' GR-Gray GH-Textured Green TBK-Textured Black SA -Satin Aluminum WHIT -White 'Dark Bronze is standard IF1 - Inkne fusing, specify 120 or 277V IF2 - Inkne fusing, specify 208, 240 or 480V Not available for 12' deep housings 9' arm not included See mounting accessories. 9' arm required for all mounting at 900 � UL Wet Location Listed 7704 • Type II has an asyrnetrical wide lateral pattern best suited for roadways and narrow areas such as walkways Type III produces both lateral and forward light throw, making it ideal for general site and perimeter lighting Both allow maximum pole spacing. • Reflector assemblies are field rotatable in 900 increments, allowing orientation of distributions in any direction. • Formed heavy -gauge aluminum sheet metal housing resists distortion • Rigid anodized aluminum door frame extrusion is hinged for easy lamp access and gasketed for a leak resistant seal • DuraPlex II polyester powder coat finish available in six colors • Tempered g'ass lens withstands thermal and physical shock. • High performance hydrofonned reflectors are cumputer-optimized and balanced for precise light distribution • Pocelain 4KV pulse rated, grip -type mogul based socket • High power factor ballast with integral heat sink delivers reliable operation and effective heat removal for extended life SCANNED C,�CeatstONCo '_>345 Vauxha'1 Rd • Anion, NJ 07083 • KS-964 7000 3-1 SytePro Series SPH Direct Mount Luminaire PHOTOMETRICS 90 60 30 0 30 s0 90 SPH2400MA FOOTCANDLE CORRECTION Multiply the following factors times the Wcandle values for changes in mounting neigh( SPH3400MA SPH3400LX LAMP AND WATT CONVERSIONS To Change from 30' Lamp 25UW 320W 35M 40OW 40OW 45UW 1000W 25OW 40OW 75OW New Hght. 2(Y 25' _ 30' 35' 40' MA PMA _ PMA _ MA PMA _ PMA MA _ _H_PS _ HPS HIPS Factor 2.3 1.4 1.0 74 .56 Multiplier 57 .88 1.02 1.0 1.22 1.32 3.05 .71 _ 1.39 - 2.75 MOUNTING ACCESSORIES SytePrc fixtures with the "DM' mounting style are designed to direct mount to the side of a 4" or 5" square pole The following accessories are designed to adapt 'DM" style fixtures to Other mounting methods All of the following mounting accessories are shipped in separate cartons for field assembly ARM9S - 9" arm for mounting to a 2TAA - 2" tenon adjustable adapter 4' minimum square pole RTA490 - 4 at 900 2" round tenon ARM9R3 - 9' arm for mounting to a adapter (dolled for 4 plugged for 3) 3 5' to 4" OD round pole or for use RTA3120 - 3 at 12CP 2" round tenon wah RTA adapter. adapter (drilled for 3 plugged for 1) ARMORS - 9' arm for mounting to a WS - Wall mount bracket 4' to 5' OD round pole WBA - Wall mount bracket with 9' arm SPAA - Adjustable arm adapter for STA490 - 4 at 90- 2" square tenon square poles Requires an ARM93 for adapter (drilled for 4 plugged for 3). each More 029 Each Side of Pale Post top mount to 5" square PWes Center Lire CrBSCBDlslowey 2345 yyuxhai Rd • Ur cn NJ 07033 • 908 964-700C Adjustable {- - - Post top arm to t 4y 8- mount to square pule - 4' square poles 0Ex3 UirerY h Ea moult to Sided square pole A.im mount to square of round pole 4' cares ure SCANNED l� SPAA 2TAAr r kWB i:U4 ba b.t b.t b.x b.z b.z b.a b.a b.t b.t b.t b.t b.x b.z b.x b.x b.t b.t ba b.t b.x b.a b.a ba b.t b.t b.x b.a b.e b.q b.q be b.6 b.6 b.s b.a b.a b.a b.q b.q b.q b.+ b.6 b.z b.a b.x b.z b.t D.z b.t b.t b.z b.z b.a b.6 I.. 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S.z L6 5.6 4.6 .q to 1.a 1.o b.6 bs ba b.z b.t b.t b.t b.i b.x b.z b.z bab.z b.z b.x b.a b.6 b.e 1.2 b.q b.q i.t b.a b.x b.0 b.t b.x b.x b.z b.x 5.3 b.6 D. 1.1l,a }.s }.z 1.6 b.q b.6 b.6 b.x b.o b.x ba b.a be b.t b.t b.a b.x b.t b.t b.a b.t b.a b.a b.x b.i b.i be ba b.z b.x ba b.a o 1.7 1.6 1.3 l.a b.6 b.a b.z b.x b.z b.x b.s b.x b.x b.x ba b.x ba b.t b.t b.t b.t b.t b.a b.a b.6 b.a b. a 1.1 b.q b.q b.6 b.a b.z b.z b.6 b.s b.s b.a b.a b.a 15.2 b.z b.t b.t b.a b.t b.t b.t b.x b.a b.a b.s b.6 .q b.s b.a b.a b.a b.a b.s b.s b.s b.a b.s b.a b.a b.6 b.a b.x b.x b.t bA b.t b.t b.i b.t ba b.z b.0 b.a b.6 . . .a b.a b.a b.a b.6 b.e 1.6 1.1 1.1 1.2 b.s b.e b.s b.6 D.a b.a b.x b.a b.x b.a b.t b.t b.t b.i b.z b.x b.a b.z .a b.a b.6 ba 1. l 1.1 }.z 1A 1.6 1.6 b.q b.e I.a b.6 b.z b.t b.a ba ba b.x b.a b.x b.z b.a b, .1 b.s 1, 1., }, l.q 4.x 1.3 1_a b.a b.s b.a b.t ba b.t b.a b.t b.z b.z ba b.z b.a . .x 1.3 1.e 5.0 4. . . b.z b.t b.a b.z b.v b.z b.z b.x b.x b.6 b.i s 1.1 l.a }s 1.,1.6 1.t b.q b.s ba b.z b.a b.i b.i b.x b.0 ba ba b.6 b.6 b.a . .e .a I.a 1.2 b-. b.a b.a b.z b.x b.a b.a b.t b.t ba b.z b.: b.0 b.6 b.s b.6 b.s b.z b.x b.t b.t b.a ba b.x b.a b.z b.z b.a b.a b.a b.a be b.s b.s b.a U b.x b.x b.t b.t b.x b.t b.t b.z b.z b.x b.x b.x b.a b.x b.x b.x b.t b.t b.t b.t b.x ba b.t ba b.t b.t b.t b.o b.t ba b.x a (0 ro +j 4-) o +) o U i4 u x w ro 44 'C U r-i SCANNED COMMUNITY ASSET DEVELOPMENT GROUP 1403 Valley View Rd Chaska, Mn S5318 952-448-4444 6/ 14/2011 Bill Monk, City Engineer City of Chaska Chaska City Hall One City hall Plaza Chaska. MN 55318 Dear Bill, The purpose of my letter is to follow-up on our recent discussion on the feasibility of the Chestnut Group connecting their proposed assisted living facility to the Chaska water and sanitary sewer systems. The proposed senior facility would be located in Chanhassen on a parcel north of Pioneer Trail adjacent to the Chaska border. The following is a map of the parcel: 4 y f]• j t f ° n i i OgRFFp �Rl SMM1Iry 1 4 The reason for the request is that connecting to the Chanhassen sanitary sewer would require constructing a pipe through the wooded ravine located to the north of the property and would require construction of a private lift station. Not only is the Chanhassen connection cost prohibitive, it would result in significant damage to the environment. Based on our discussion you indicated that Chaska would likely, based on past practices, be supportive of an agreement with the City of Chanhassen relative to utility service to this property based on the following conditions: • Chestnut Group would reimburse Chaska for all costs associated with upgrading the existing Shadow Wood lift station if such upgrades are determined necessary • Chestnut Group would have plans prepared by a registered engineer with these plans reviewed and approved by the City of Chaska. The plans shall comply with Chaska standard details for sanitary sewer and water mains. • Chestnut Group would be required to pay 100% of the cost of constructing the new lines and would agree that the portion of the lines located in Chanhassen are considered services to a single parcel and thus are the maintenance responsibility of the property owner • Chestnut Group would pay the normal connection fees to Chaska that are charged to other properties in the community • Normal monthly utility charges would be paid based on Chaska's utility rate structure • To assure consistency in billing the site would be required to connect to both Chaska water and sanitary sewer systems • The connection and use agreement would need to be approved by the City of Chanhassen The general location of the proposed service lines is shown in the following plan: After you have had an opportunity to review these items, please contact me so we can arrange a time to review these concepts and alternates I. Thank you for your continued support and guidance. Sincerely, Dave Pokorney Community Asset Development Group SCANNED Sanitary Utility Sanitary Manhole -- Sanitary Pipe —Sanitary Pipe Pr ---Sanitary Pipe Tr Sanitary Pipe Se m Sanitary Pipe At Sanitary Forcen -Sanitary Forcem -- Sanitary Forcem --Sanitary Pipe Street CL City Limits ® 2008 Aerial Photo SCALE 1 : 9,260 Soo 0 Soo 1.000 1,500 FEET V) SCANNED http://www.bonestroo.netlnfraseek/Chaska/mwfs/AllUtility.mwf Friday, May 20, 2011 2:39 PM •n.eevnvmfw.a.e..eea s e. a su. o.. a w. e. s w. e u w u . v e w. vw Ob Noonan a R e S Sanitary struc Information Form Page I of 1 Sanitary Structure Data Update Form Basic Information DevlopNamePment Shadow Wood Sttructure MH-4-26 Material: Concrete Type: Manh01@ 912.95 Rim Adjust: NO Invert: 903.26 rac Accucy: a Digitized Location: 2670 Shadow Wood Court ANot.e: 359.8605261832391 House Number: 2670 Owner: Public Manhole Diameter: 48 Casting Diameter: 27 Status: Existing PNumbroject er: 8880 Sheet: 005 Installation Date: 07/01/1989 (MMIDDIYYYY) Original Cost: Data Input Information Completed: r'"'-:;;ri;i ` Oompbted: tih. Submit_) Reset r There are no existing work orders for this structure. l _ Previoul-fAwntenance SCANNED http://www.bonestroo.netlinfraseekIChaska/AllUtilitylSanStruc.cfn?AutolD=SS2326 5/20/2011 Y w w ce U LL LL J m ee•I•IaP......eeetwaOGaaaw......n aennvwaa Y......4 naanae �1 I p I 6 Y � m „ m.• �— I I of /U° o c4 a OR 1 1� J 10 C OOM M )GVHS " a.v e esuw•H - - oa uoananv d - i A A $ i SCANNED o v-cm avoa•oo 3anina g SCANNED COMMUNITY ASSET DEVELOPMENT GROUP 1403 Valley View Rd Chaska, Mn 55318 952-448-4444 3/10/2013 Kate Aanenson, Community Development Director City of Chanhassen 7700 Market Blvd Chanhassen MN 55317 Dear Ms. Aanenson, CITY OF CHANHASSEN RECEIVED MAR '1 5 2013 CHANHASSEN PLANNING DEPT We represent the Chestnut Group that is proposing to construct a 24 unit senior memory care on the 8.2 acre parcel it owns off of Pioneer Trail. Because of wetland and bluffs the developable portion of the parcel is approximately 3.5 acres resulting in a density of 6.8 units per developable acre. The property is currently zoned residential and we are seeking a rezoning, conditional use permit and site plan approval to develop this facility. Enclosed are: 1. Location map 2. Site plan 3. Grading and utility plan 4. Landscape Plan 5. Hydraulic Report 6. Building floor plan 7. Building elevation 8. Set of building images Servicing this site with sanitary sewer is a challenge since the closest Chanhassen sanitary sewer is located to the north and would require the construction of a force main through the wooded ravine. Consequently, based on discussions with the City staff we have contacted the City of Chaska to explore the feasibility of connection to the City of Chaska utility system to the west. Based on those discussions, we believe that executing an agreement for service through Chaska is feasibly and we would pursue this option as a condition of site plan approval. After you have had a chance to review, please contact me at your convenience to review in greater detail. Thank you for your cooperation and we truly look forward to working with you on this exciting project. Call me with any questions at 952-448-4444 Sincerely David Pokorney Community Asset Development Group SCANNED ANITA L & RICHARD A LANG ASHLEY GOEDERT AUDREY ELIZABETH TALKINGTON 1840 FREEDOM LN #205 9657 INDEPENDENCE CIR PO BOX 881 CHANHASSEN MN 55317-4769 CHANHASSEN MN 55317-4653 CHANHASSEN MN 55317-0881 BARBARA DUDGEON 1840 FREEDOM LN #103 CHANHASSEN MN 55317-4663 BRANDON & JULIA WILLMOTT 10770 SUMMER GLEN DR RENO NV 89521-6299 CARVER CO 55318 2729 TRUST 150 PIONEER TRL # 163 CHASKA MN 55318-1167 CHRISTOPHER JOHN WOODROW 9660 WASHINGTON BLVD #4 CHANHASSEN MN 55317-4657 DEBBIE R DRESSEN 9640 INDEPENDENCE CIR #4 UNIT CHANHASSEN MN 55317-4695 ERIC E PEDERSEN 2718 SHADOW WOOD CT CHASKA MN 55318-1106 FREDERICK W POTTHOFF III 9640 INDEPENDENCE CIR #8 CHANHASSEN MN 553174695 JAMES D & DEBRA J KEPPLER 2670 SHADOW WOOD CT CHASKA MN 55318-1107 BENJAMIN R LURIE 9640 INDEPENDENCE CIR # 1 CHANHASSEN MN 55317-4695 BRENT A GORACZKOWSKI 2687 SHADOW WOOD CT CHASKA MN 55318-1106 CHASKA CITY 1 CITY HALL PLAZA CHASKA MN 55318-1962 COLLEEN M CAJIGAS 9630 INDEPENDENCE CIR #202 CHANHASSEN MN 553174693 DEBRA CHENOWETH 1829 FREEDOM LN CHANHASSEN MN 55317-4556 ERIC L & COLLEEN P CROWELL 2694 SHADOW WOOD CT CHASKA MN 55318-1106 GERALYN GRUSS 9680 WASHINGTON BLVD # 2 CHANHASSEN MN 55317-4655 JAMES D & SHEILA G ARMSTRONG 9661 INDEPENDENCE CIR CHANHASSEN MN 55317-4653 BERNARD E & PATRICIA A PEROZ 175 SE SAINT LUCIE BLVD #B71 STUART FL 34996-4765 BRUCE E & MARCINE A JABLONSKI 2661 SHADOW LN CHASKA MN 55318-1109 CHRISTOPHER J OWEN 2706 SHADOW WOOD CT CHASKA MN 55318-1106 DANIEL H & MOLLY ANN HUSCHKE 9645 INDEPENDENCE CIR CHANHASSEN MN 55317-4653 EDWARD J & DEBRA K WEST 1837 FREEDOM LN CHANHASSEN MN 55317-4556 FEDERAL HOME LOAN MTGE CORP 5000 PLANO PKWY CARROLLTON TX 750104900 ILEANA GABRIELLE TUDOR 9640 INDEPENDENCE CIR # 2 CHANHASSEN MN 55317-4695 JAMES J & VIRGINIA E O'BRIEN 9630 INDEPENDENCE CIR #203 CHANHASSEN MN 55317-4693 JAMES M & SUSAN E KEELER JAMES S & KRISTEN R VIPOND JAMESON M RITTER 1817 FREEDOM LN 2690 SHADOW WOOD CT 1809 FREEDOM LN CHANHASSEN MN 55317-4556 CHASKA MN 55318-1106 CHANHASSEN MN 55317-4556 JEFFREY D & STACY D KERFELD JENNIFER L DOMHOLT JENNY S LEDDING 2702 SHADOW WOOD CT 9640 INDEPENDENCE CIR #6 12143 FIELD DOWNS DR CHASKA MN 55318-1106 CHANHASSEN MN 55317-4695 RIVERTON UT 84065-3164 JESSE JOHNSON JEWEL TURCOTTE JOHN D & JULIE A MYHR 9649 INDEPENDENCE CIR 9653 INDEPENDENCE CIR 2685 SHADOW WOOD CT CHANHASSEN MN 55317-4653 CHANHASSEN MN 55317-4653 CHASKA MN 55318-1106 JOHN H ZUCK JR JOHN KLINGELHUTZ JOSEPH W & CARRIE DORN 2665 SHADOW WOOD CT PO BOX 89 1833 FREEDOM LN CHASKA MN 55318-1107 CHASKA MN 55318-0089 CHANHASSEN MN 55317-4556 JULIANNA M DAPPER JUSTIN M GIVEN K HOVNANIAN T&C HOMES AT MN 9688 WASHINGTON BLVD 1840 FREEDOM LN #204 12701 WHITEWATER DR STE 120 CHANHASSEN MN 55317-4613 CHANHASSEN MN 55317-4769 HOPKINS MN 55343-4109 KARA JEAN HANRAHAN KEITH R & ANN M WYMAN KELLI J GROFF 9696 WASHINGTON BLVD 2674 SHADOW WOOD CT 9640 INDEPENDENCE CIR #5 CHANHASSEN MN 55317-4613 CHASKA MN 55318-1107 CHANHASSEN MN 55317-4695 KERRI D RONNING KEVIN H & KARLA J JOHNSON LARRY SCHULZ 1840 FREEDOM LN #203 2681 SHADOW WOOD CT 23662 OAKVIEW HEIGHTS TRL CHANHASSEN MN 55317-4769 CHASKA MN 55318-1107 FERGUS FALLS MN 56537-8164 LIBERTY ON BLUFF CREEK MASTER LISA ESPINOSA MARC RAKOTOMALALA 7615 SMETANA LN SUITE 180 2722 SHADOW WOOD CT 9660 WASHINGTON BLVD #1 EDEN PRAIRIE MN 55344-4702 CHASKA MN 55318-1106 CHANHASSEN MN 55317-4657 MARK D MINTER MARYAM O YUSUF MATTHEW A HORNADAY 9660 WASHINGTON BLVD # 2 9680 WASHINGTON BLVD #1 33 E CAMINO REAL APT 314 CHANHASSEN MN 55317-9657 CHANHASSEN MN 55317-4655 BOCA RATON FL 33432-6152 MAVONNE NELSON MORONI J & LINDA A ST JOHN MYRON J & KARYL A MUEHLBAUER 1840 FREEDOM LN UNIT 202 1840 FREEDOM LN #102 2698 SHADOW WOOD CT CHANHASSEN MN 55317-4663 CHANHASSEN MN 55317-4663 CHASKA MN 55318-1106 NANCY L BIBER OLEKSANDR ZOZULYA PADAM SINGH SAINI 1813 FREEDOM LN 9660 WASHINGTON BLVD #3 39430 CIVIC CENTER DR APT 411 CHANHASSEN MN 55317-4556 CHANHASSEN MN 55317-4657 FREMONT CA 94538-6708 PAMELA ARLENE SCHWARTZBAUER PAUL BARTH PAUL R & LINDA M DEROCHER 9680 WASHINGTON BLVD #3 9630 INDEPENDENCE CIR # 103 2686 SHADOW WOOD CT CHANHASSEN MN 55317-4654 CHANHASSEN MN 55317-4693 CHASKA MN 55318-1106 PAUL S KARNO PAULA ANN GIOVANNETTI RHONDA SUE ANDERSON 2682 SHADOW WOOD CT 9630 INDEPENDENCE CIR #106 2689 SHADOW WOOD CT CHASKA MN 55318-1106 CHANHASSEN MN 55317-4693 CHASKA MN 55318-1106 RICHARD H & MICHELE J IMDIEKE ROBERT C & LIBBY FAIRCHILD ROBERT CHARLES JEWELL 2710 SHADOW WOOD CT 2678 SHADOW WOOD CT 9630 INDEPENDENCE CIR #102 CHASKA MN 55318-1106 CHASKA MN 55318-1107 CHANHASSEN MN 553174693 ROBERT J & PEGGY S JASKOLSKI ROBERT JR & PATRICIA THEIRAULT ROSALIE A GUIRY 9630 INDEPENDENCE CIR #105 15516 CANYON RDG 9640 WASHINGTON BLVD #3 CHANHASSEN MN 55317-4693 EDEN PRAIRIE MN 55347-1404 CHANHASSEN MN 55317-4659 ROSS D & ROBYN E JOHNSON ROY NEES SANDRA K FAGAN 9684 WASHINGTON BLVD 1840 FREEDOM LN # 105 1840 FREEDOM LN #104 CHANHASSEN MN 55317-4613 CHANHASSEN MN 55317-4663 CHANHASSEN MN 55317-4663 SAULI J PIENINIEMI SHARON A STEVENS SPENCER T & JILL R COWAN 9665 INDEPENDENCE CIR 9640 WASHINGTON BLVD #1 2714 SHADOWWOOD CT CHANHASSEN MN 55317-4653 CHANHASSEN MN 55317-4659 CHASKA MN 55318-1106 STATE OF MINNESOTA - DOT STEEN C & LINDA L JACOBSEN STEPHEN W & SALLY A CLARK 1500 W COUNTY ROAD B2 2737 SHADOW WOOD CT 617 TUPELO WAY ROSEVILLE MN 55113-3174 CHASKA MN 55318-1105 CHASKA MN 55318-1885 STEVEN & LYNN WACHTER TERRA L SAXE THE RYLAND GROUP INC 1825 FREEDOM LN 9692 WASHINGTON BLVD 7599 ANAGRAM DR CHANHASSEN MN 55317-4556 CHANHASSEN MN 55317-4613 EDEN PRAIRIE MN 55344-7399 THOMAS & JANINE FUEHRER TODD & MARGARET MEISSNER WESLEY & LORRAINE V KAHLER 2725 SHADOW WOOD CT 2733 SHADOW WOOD CT 1840 FREEDOM LN #101 CHASKA MN 55318-1106 CHASKA MN 55318-1105 CHANHASSEN MN 55317-4663 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 CITY OF CHANHASSEN David Pokorney Community Asset Development Group 1403 Valley View Road Chaska, MN 55318 CM OF CHMNSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317-0147 A4rv- KvvL PITNEY BOW[8 021P $ 000.460 0003195036 MAILED FROM ZIP CODE 55317 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: June 18, 2013 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: July 5, 2013 By: Sharmeen Al-Jaff, Senior Planner 952-227-1134 or salialfflWi.chanhassen.mn.us Subject: Bluff Creek Cottages: Request to Rezone 8.9 acres of property from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review with Variances for the construction of a senior housing facility; and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. Property is located north of Pioneer Trail and west of Bluff Creek Boulevard. Planning Case: 2013-08 PID: 25-0270400 The above- described application for approval of a land development proposal was filed with the Chanhassen Planning Department on June 14, 2013. The 60-day review period ends August 13, 2013. 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 July 16, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later thanJuly 5, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 7. Carver County a. Engineer b. Park and Recreation c. Environmental Services & Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco 6. City of Chaska —Bill Monk SCANNED Planning Case No,:;kf 3 'CR CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 CITY RECEIVED OF SSEN Chanhassen. MN 55317 — (952) 227-1100 JUN "I 4 2013 DEVELOPMENT REVIEW APPLICATIONCHANHASSENPLANN^icoEPT :ant Name and Addrf CHESTNUT GROUP. LLC Contact: — Dave Phon— ov' Emai,. davepokorney@gmail.com an John Klingelhutz 1560 Bluff Creek Drive Contact:_ Dhnno� Fw• NOTE: Consultation with City staff is required prior to submittal. including review of development plans Comprehensive Plan Amendment _ K Conditional Use Permit (CUP)L"6 Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' XXIAMing Sign Permits $640 ___XXSign Plan Review Site Plan Review (SPRr 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 EscrowJlutg FeesrAttomey Cost" 100 S50 U P AC;VARWAP/Metes 8 Bounds - S450 Minor TOTAL FEES $Ys4u I�y� P A sl , 5I h GIG 1 1-7'-4 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. -"Escrow :-;ill be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. S PROJECT NAME: BLUFF CREEK SENIOR HOUSING LOCATION NORTHWEST CORNER OF PIONEER TRAIL AND BLUFF CREEK DRIVE LEGAL DESCRIPTION AND PID: SEE ATTACHED 25-0270400 V RECEIVED JUN 1 4 2013 TOTAL ACREAGE. 8.9 ACRES CHANHASSEN PLANNING DEPT WETLANDS PRESENT: YES XX NO PRESENT ZONING Al AGRICULTURAL ESTATE REQUESTED ZONING: RESIDENTIAL PRESENT LAND USE DESIGNATION: RESIDENTIAL REQUESTED LAND USE DESIGNATION: RESIDENTIAL REASON FOR REQUEST: WE ARE PROPOSING TO CONSTRUCT A SMALL SENIOR ASSITED LIVING FACILITY THAT WILL BE FOCUSED ON INDIVUDUAL THAT NEED MEMORY CARE. THE BUILDING WILL CONSIST OF FOR SITE PLAN REVIEW: Include number of existing empli$YMPMYn-S-�PY$PrATRN�ygr EN I IME 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 addition fees may be charged for consulting fees; feasibility studies, etc. with an estimate prior to any authorization to proce the study_ The documents and information I have submitted are true and correct to the best of my knowledge. j V "J1��n'.{IIT1G��rfsnjmT�nf igl0ff' �Fni11`9M1nn rfnr CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2013-08 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 16, 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hail, 7700 Market Blvd. The purpose of this hearing is to consider a request to Rezone 8.9 acres of property from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review with Variances for the construction of a senior housing facility; and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. Property is located north of Pioneer Trail and west of Bluff Creek Boulevard. Applicant: Community Asset Development Group. Owner: John Klingelhutz. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2013-08 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen A]-Jaff, Senior Planner Email: saliaff(a)-ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on July 4, 2013) 13-o8 CITY OF July 11, 2013 CHANHASSEN 7700 Market Boulevard PeBill Monk, City Engineer Chanhassen, MNN 55317 City of Chaska One City Hall Plaza Administration Chaska, MN 55318 Phone: 952.227.1100 Fax:952.227.1110 RE: Bluff Creek Cottages, Senior Living Building inspections Chanhassen Planning Case No. 2013-08 Phone:952.227.1180 Fax:952.227.1190 Dear Mr. Monk: Engineering The purpose of this letter is to request Chaska sanitary service for the proposed Phone:952.227,1160 Bluff Creek Cottages development located in Chanhassen. Fax: 952.227.1170 The parcel is currently zoned as agricultural land. It is on the east side of the Finance Phone:952.227.1140 Chaska/Chanhassen border. Bluff Creek runs along the north and east sides of the Fax:952.227.1110 property. The proposed development is a 24-unit assisted senior living facility. The parcel will be rezoned to multi -family living. Park & Recreation Phone: 952,227.1120 A wooded ravine and Bluff Creek separates the parcel from the Chanhassen Fax:952.227.1110 sanitary trunk lines. Crossing the creek would have significant environmental and monetary impacts. Due to the grades in the area, the development would also Recreation Center need its own lift station to connect into the Chanhassen sanitary system. 2310 Coulter Boulevard Providing Chanhassen sanitary service to this parcel would be environmental and Phone: 952.227.1400 Fax:952.227.1404 cost prohibitive. In order to provide service for this site, we are requesting a connection to Chaska's sanitary sewer system. Planning & Natural Resources You may contact me with questions or concerns by phone at (952) 227-1169 or by Phone:952.227.1130 e-mail at poehme@ci.chanhassen.mn.us. Fax:952.227.1110 Sincerely, Public Works 7ne: Park Place CITY OFjNHASSEN PFax:952.227.13100 Fax:952.2271310 Senior Center Phone:952.227.1125 Paul Oehme, P.E. Fax:952.227.1110 Director Public Works/City Engineer Web Site www.ci.chanhassen.mn.us SCANNED g \rng\projc U1a-a%1umc=k corsages\130709 chaskas it rymquestdm Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Chanhassen Planning Commission — July 16, 2013 13 -08 Aller: I have a motion. Do I have a second? Yusuf. Second. Aller: Any further discussion? I'll just say I believe that there are other variances that have been granted in that area that this would be in line with as stated in the report. Hokkanen moved, Yusuf seconded that the Planning Commission, as the Board of Appeals and Adjustments, approves a 5.8% hard cover variance to permit the construction of a single-family home subject to the following conditions and adoption of the attached Findings of Fact and Decision: 1. The builder shall provide a tree survey as part of the building permit process. The builder shall try to preserve the trees at the perimeter of the property. 2. The building shall be limited to the split level house design. 3. The builder shall apply for a building permit and meet all requirements of said permit. All voted in favor and the motion carried unanimously with a vote of 4 to 0. PUBLIC HEARING- BLUFF CREEK COTTAGES: REQUEST TO REZONE 8.9 ACRES OF PROPERTY FROM _AGRICULTURAL ESTATE DISTRICT (A-2) TO MIXED MEDIUM DENSITY RESIDENTIAL DISTRICT (R-8): SITE PLAN REVIEW WITH VARIANCES FOR THE CONSTRUCTION OF A SENIOR HOUSING FACILITY: AND A CONDITIONAL USE PERMIT TO ALLOW DEVELOPMENT WITHIN THE BLUFF CREEK OVERLAY DISTRICT. PROPERTY IS LOCATED NORTH OF PIONEER TRAIL AND WEST OF BLUFF CREEK BOULEVARD. APPLICANT: CHESTNUT GROUP, LLC. OWNER: JOHN KLINGELHUTZ. PLANNING CASE 2013-08. Al -Jaffa Good evening Chairman Aller, members of the Planning Commission. The application is for a senior housing project, extended care. The site is located north of Pioneer Trail, west of Bluff Creek Boulevard. The existing zoning as well as the land use on the site, the 2030 Land Use Plan shows this area designed for development as medium density. Medium density allows for 4 to 8 units per acre. Types of development appropriate zoning for this type of land use would be an R-8, an RLM which allows for mixed types of low medium density or a planned unit development residential type of zoning. What the applicant is proposing to develop on this site is a single building which will contain 24 rooms. Individual rooms. The occupants of the building will be individuals that need assistance with their mobility. They will put a substantially less demand on the inf wtructure of, on the infrastructure than a typical medium density type of development would. And for a continuing care facility the only type of zoning that is, that allows this type of use within the city is the R-8, which is the medium density. So with that said, what the applicant is requesting is a rezoning of the property from currently as I said it is zoned Agricultural Estate District. They are proposing to rezone it from Agricultural Estate to Medium Density which is R-8. They are also requesting a site plan approval for the construction of a continuing care retirement facility and a conditional use permit since the site falls within the Bluff Creek Overlay District. The only way you are allowed to develop within that area is if the City grants a conditional use. The current zoning of the site is Agricultural Estate District. The applicant is requesting they rezone it to Medium Density. That type of rezoning is consistent with the Land Use Plan and staff is recommending approval of this rezoning. It is compatible with the surrounding area. The area to the north of it has a medium density. The area to the east has 4 units per acre and then as we go into the Chaska portion of the SCANNED Chanhassen Planning Commission —July 16, 2013 city, which is to the southwest, that area is all residential single family homes. The site plan basically consists of a building that will gain access off of Pioneer Trail. Bluff Creek runs along the northeast portion of the site. The total area of this building is 13,700 square feet. As I mentioned earlier it will be one story. 24 bedrooms within this building. The maximum hard surface coverage permitted under this district is 35%. What the applicant is proposing will result in 8.9% hard surface so they are substantially below the maximum permitted. One of the things that the applicant has done with this building is extended a sidewalk that basically goes along the driveway and it will connect with a regional trail along Pioneer Trail. The design of the building is attractive. It is proposed to be constructed of high quality materials. They include a cultured stone and a sample of the materials is available. There will also be paneling. All elevations that can be viewed from the public, by the public have been treated equal. Treated and given equal attention. There is variation throughout the building and the windows, as well as doors will comprise over 50% of each elevation as required by ordinance. Bluff Creek. As mentioned earlier Bluff Creek runs along the northern portion of the site. The area that is highlighted in red on this slider shows the secondary zone while the blue is the primary zone on the site. Staff has had conversations with the developer and it is the applicant's intention to ultimately donate this property to the City. The required 40 foot setbacks from Bluff Creek primary zone are being met. Of that 20 feet is going to be a buffer. And they have no intention of developing anywhere within the area that is the primary nor the secondary zone. So staff is recommending approval of the rezoning, the site plan approval and the conditional use permit to allow for the construction of this building for continuing care for the elderly and I'll be happy to answer any questions. Aller: Great, thank you. And the report, as you noted, there's a number of additional pages other than what has been presented in the viewing screen for the general public and can be found on the website. There are a number of conditions. Have you discussed the conditions with the applicant? And are they, and do they appear to be willing to comply with those? Al-Jaff That's for the next item. Aller: Oh, I'm sorry. Do we have an equivalent between, with the shrubs that were requested and the existing vegetation, do we know what that is? Al-Jaff: Yes. It is. Aller: In that buffer. Al-Jaff: They are working with the landscape. They're working on the landscaping with the City Forester and when she reviewed the plans she indicated that they meet all the requirements. She had no additional comments nor conditions to add to this. Aller: That's all I have for now so, any questions? Comments? Withrow: What is the size of the amount of land donated to the City? AI-Jaff: They are working with the Water Resources Coordinator and that will be something that will come in the future. There are some steep grades on the site. Some bluffs as well as wetlands. They could do it either through a subdivision or they could grant the City an easement to, over these wetlands and storm ponds. Withrow: Okay, and then in the report you mentioned that we're still waiting on soil borings. Al-Jaff: Correct. Chanhassen Planning Commission — July 16, 2013 Withrow: And I don't know a whole lot about those but what is the likelihood that they won't come back positive? And if so what would be done about it? What effect would that have? Al-Jaff: They will have to correct the soils. Withrow: They can remediate it? AI-Jaff: Correct. Withrow: Okay. Thank you. Aller: And if we pass this then any remediation would have to comply with the Bluff Creek requirements. Al-Jaff: Correct, as well as wetland setbacks, as well as the bluffs. Aller: And then was there a permit required then for the construction? No? Aanenson: Well no getting, I mean Chair, the process would be then for the, it's not a subdivision so we put together a site plan agreement. There would still be security put in place for any public utilities or any landscaping that was to be put in place. The site plan would administer all that so then also for the building permit process... would be executed to find out if soil corrections... send it to a building official. And I just want to add one other, going back to, if I may go back to the site showing that watershed area. The donation. I'm just trying to find it on this. Oops, there it is. So if you look at this larger area, that's what Sharmeen had indicated relief at, there's some steep slopes and there's some areas that... it's topographically isolated so it really has no building utility ... that's fine, we can manage that so ... because they're not platting it right now and it's not needed for any... except for the fact that they're grading next to it ... if they want to work through some other things with the City, that could be a separate discussion... Aller: Thanks for the clarification. Anything else? Abight, would the applicant like to come forward? State your name and address for the record sir. Dave Pokomey: My name is Dave Pokomey. I'm with Community Asset Development Group. My address is 1403 Valley View Road, Chaska. Thank you. So I actually don't have a lot of comments. I think we spent a lot of time with the staff working through this. I've got to tell you I'm really glad I'm here with this project and not some of the other ones we looked at because the landowner has owned the land for a while. We looked at some different uses. I mean you can imagine if we had the townhouse project and we were really having to be up against the buffers and bluffs and that's what, when we kind of hit upon this is the concept. We just said this is a really good use for the site. Quite frankly we're not, as Sharmeen's indicated we kept away from all of the bluffs. Were able to, there are a few trees on one comer that we're touching but everything else is staying so for us it's, we're excited about the project because we think it's a really good use but quite frankly we're also excited it was not a difficult process to develop this site. I mean we've known for some time that this was going to be a challenge. Relative to the dedication, I think our discussion we've been having with the staff is that basically everything that you see that's outside of the red line and this we would deed either an easement. It probably would be an easement because we are not going through a platting but it really is a piece that should be public. Should be preserved. People should have the right to go in there. It has really little value once we develop this to our property, although it has the same value to us as it does to the rest of the public so we may have, we won't have our residents hopefully that are using but we may have visitors that will use it as an open space. 0 Chanhassen Planning Commission —July 16, 2013 Aller: Just to make it clear Dave Pokorney: ...we're happy with, relative to the conditions which I know is the next item, I do have to say I think it's the most conditions I've ever seen in a project in a long time, if ever but we don't have any concerns regarding the conditions. Aller: Well and I'm sure citizens are glad to hear we're putting requirements out there. Obviously the dedication portion is not a requirement for purposes of moving forward with your project, nor is it something other than a general interest for the people out there listening. Dave Pokomey: And quite frankly the landowner will probably, because it's not a requirement he'll be able to get some kind of tax advantage that will work for him. Allen.. So tell us a little bit more about the project itself. It's a senior's home. Tell us what you're constructing. Dave Pokomey: Yep, so it's a 24 unit building. It's geared to seniors that have, either they're having memory care issues or they're elderly and very few, I mean we won't have residents that have cars, put it that way. The way that it's set up it's actually two separate units. Living units. Both units on each side. Each living unit will have it's own dining, living room area. We will join, the reason we put it into two 12's, particularly with people who have memory care issues. The smaller and simpler that you can make them, it's just a better environment but when we can combine them together then we have the joint staffing so in the evening times we don't need, we can have one person staffing a 24 unit. During the day there's more. These tend to be really that one story environment works well for seniors that have these types of issues. We're, if there's a down side to the site it's a little bit remote but from an up side it's in a really great environment and it's a place that you know I'd like to sit out in the back porch and that's what our residents will do so they can take advantage of the environment that's there and it's not the most convenient but it's a place that people who are visitors, they're going to be able to know how to get there so being right on the county road is actually a positive. I'd tell you that I'm not so sure that we'll ever use the sidewalk. At least none of our residents will but we'll put a sidewalk in. So assuming that it gets approved, we do have financing in place and we would anticipate starting construction probably in September and it's a 6 to 7 month timeframe. Aller: Questions? Hokkanen: No, I think it looks good Withrow: Yeah I have a question. Will there be any patios or decks or anything on the outside for visitors and your residents to enjoy this setting, as you say? Dave Pokomey: Yes. Yes, so there is, there's a small patio directly out the back and then there's on the north end of the site there's a larger open space walking area. It shows up on our site plan as a little curly pathway. That will be fenced and again it's because some of our residents will have memory care issues but that's there for, not only for residents but for residents and their guests. And that type of a space is really important to these because people, for example on a day like today, maybe it was a little bit too hot today but people, it's really a calming environment for them to be in and so you need to have outdoors, and actually I think it's a second part of it when you development these. You have to have a minimum amount of outdoor space. We probably exceed it by a fair amount. 10 Chanhassen Planning Commission — July 16, 2013 Aller: Thank you sir. Anyone else have questions? Okay, I'm going to open the public hearing. Anyone wishing to speak for or against the item before us please come forward. State your name and address for the record. Chris Hammer: My name's Chris Hammer. Address 9688 Washington Boulevard. It's the property directly to the north of the property in question. My only possible cause of concern is potential impact into the wooded area and Bluff Creek itself in the future. It's an area that should be protected. Is the City preventing any future development into that because that would affect our home values directly to the north. We have a nice private space with the wooded area and the creek behind with all the wildlife. We're worried about the value of our homes being impacted in the future because if something comes in, what's going to happen next. Aller: Okay, anybody have an answer for that? Aanenson: Sure. Similar to what we did on Liberty at Bluff Creek which is where you live, we actually preserved all these trees and this is part of that same continuum of the Bluff Creek Overlay and it's in that area because it probably has significant slopes and the creek goes through there so it's, you can see the area that's ... right now is where they're putting the building and... Chris Hammer: Okay. Aanenson: So we worked hard to try to find a use that would accommodate that as the applicant just stated so. Aller: Thank you sir. Anyone else wishing to come forward speaking for or against? Seeing no one come forward, close the public hearing. Comments, questions from the commissioners. Hokkanen: I think it's a good use of the property. It's a nice addition to the city. Audience: Sir, I think we have audience comments... Alley: Oh, come on. Move faster than ever. Colleen Kroll: Three months ago I talked with Sharmeen about the possibility, 3 months ago we got letters explaining what was going to be developed in that space. My property is the odd shaped one on the north and. Alley: And your name and address? Colleen Kroll: Oh I'm sorry. I'm Colleen Kroll, 2694 Shadow Wood Court. Alley: Thank you. Colleen Kroll: And like I said, I'm the property that is the odd shaped one. Short on the north and long on the south side. Our property runs right down to the pond. We have a nice woods to the north and I'm curious about how the donation would be if it would become open for trails and public parks and so forth or how that would be detonated with Mr. Klingelhutz donating a certain percentage of what he has, as well as many, many years ago the easement for Pioneer was to become a much larger road and so the property can't, the State owns it at the time period for it's beginning to expand. When they no longer choose to have that as a need, what is that going to look like, once we say it's okay to put a building in, how does that affect future development? Will there be a second building? Will there be a, you know 11 Chanhassen Planning Commission —July 16, 2013 how do you limit the growth on it because it's really not that big of a space. It's a meadow. It has a deep, steep slope. The ravine that runs through the trees is quite steep. I know that when you own something and you can take down as many trees as you want but it will change that entire environment and wild turkeys and the deer and everything else we have so we have some questions about that. Also how the sewage is hooking up into the city of Chaska so, I will let the other guys to address that part but we need to know more what the future's going to be because when they're sitting out on their back patio, which is going to be great, they're going to be watching my kids in my pool. It's a direct way. It's about 50 feet away so it's not that, as well as the pond fluctuates in height and to know exactly, I understand that the City, and I don't know if it was Chanhassen or Chaska, took the highest height. What the pond history has done but there's no flags on the meadow right now. There's no flags for us to even understand where this development's going to be. How it's going to implement us so we're going off of that but the building's not even put on it in relationship to our houses so it's really kind of hard for us to imagine what's going to happen so the new building. In March we had a building placed on the, plotted out but not on the new development pieces that we've seen so, it does affect us that way so that's our part. Aller: Thank you Aanenson: Mr. Chair, there is copies of the plat. I mean it's all engineered. Well this, I mean they're all in the packet so maybe we can get that to the residents as well. Aller: And it's all available on the website as well. Aanenson: Yep, so you can go on the finished floor elevation and then you can find your finished floor elevation from your building survey and then you get an idea of what that would be. Aller: Okay. And then can we go, there was a view of the property. There you go that at least gives you an idea of where some of the landscaping looks like it's potentially... Aanenson: Yeah, all the plants are in... We can go back to the other one. Maybe Sharmeen wants to talk. It's not our intent to get into where the trees and the ravine are, we don't think that's buildable. When MnDOT vacates the right-of-way on that property there is potential for another building. Again this property is zoned medium density. There could have been a lot of townhouses in there. We worked really hard to try to find that transition between the single family in Chaska and the residents in Chanhassen that are guided also medium density so we thought this was really a good use. Much less units in there. Much less traffic in there plus they're also lower profile buildings so. Aller: That's the question I got as well as the fact that we're getting incredibly low hardscape. Aanenson: Correct, if we can go back to, yeah. Aller: So that's going to help. We give a little here and there on these variances all through the city. It's nice to be able to keep some so that we can get some of that water flow through the. Aanenson: Yeah, I'm just trying to find the one that showed the, I guess for the right -of --way. So when MnDOT would vacate that right-of-way, the potential then for additional building would be you know somewhere in this area. Somewhere through here so, but we don't know what that timeframe is going to be. Al-Jaff: And it would have to appear before the Planning Commission and a public hearing would be held so we would have to go through the entire process again. 12 Chanhassen Planning Commission — July 16, 2013 Aller: Yes sr. Come forward. Please state your name and address for the record Jeff Kerfeld: My name is Jeff Kerfeld. I live at 2702 Shadow Wood Court in Chaska and so I am two doors to the north and west of the Kroll family so just wrap around that cul-de-sac just a little bit so. Couple questions I have I guess, we'd like to get a little more clarification as far as how the sewer's going to be connected to our neighborhood. It's my understanding that the utilities will not be provided by the City of Chanhassen but will be provided by the City of Chaska and directly across the road from us is a lift station and on a regular basis we have the City of Chaska coming out to do maintenance on that. Their truck is there you know several times. Sometimes several times a month and of course we are concerned about that because we had issues with flooding in our basements. Power goes out but more importantly you guys had an incident in Lake Susan about 3 years ago I think with a watermain break that forced raw sewage in people's basements and I don't think we're in a position where, if there's a failure or a fault as a result of how this utility connection is being made that we want to have that possibly circumstance come to play into this Shadow Wood neighborhood so can we get a little, if now's the appropriate time to get a little clarification. Aller: Let me see what I can get for you. Jeff Kerfeld: Okay, that's great. Alley: That's your main issue? Anything else? Jeff Kerfeld: Yeah, the other part is, I'd be very curious as far as Colleen had mentioned, it's a fairly steep hill. I mean our kids go sliding down it during the winter time and then you know there really is no crest per se. It kind of goes down off to the other side so I'd be very interested, I did see on the map a little bit as far as where it's placed. It seems like it's placed more towards the pond than this but I really question how much leveling of that land and how they can do some leveling without removing some of those big trees. You know we see wild turkey and deer and pheasants and you know wildlife continually through that area so that's, you know that's a major concern. Aller: Thank you. Jeff Kerfeld: Beyond that I would also be curious to know as far as what sort of lighting is going to be used with regards to the building. Right now we look out obviously at a dark field. We do have the neighborhood to the north but that's all protected. My house looks to the north and I don't ever see those townhouses in that area and everything so the hope obviously would be that any lighting would be below the building so that at nighttime we wouldn't, we don't want a Wahnart parking lot I guess is what I'm saying sitting out there in the field across the pond from us and everything so that's a concern. And then lastly runoff. The pond fluctuates immensely. I mean we've had, I've lived in my house for 22 years so I've been in the Shadow Wood neighborhood for 22 years and we did have one year when there was no water in the pond. Generally we have water and we use that as a hockey rink. Skating rink for the kids in the neighborhood. I'm the dad that goes out and takes the snow blower out and blows off the pond every year but that's part of our recreation for the neighborhood and everything. We want to insure that that water flow, that natural watershed provides water for that area for, you know for our continual enjoyment and such so. Beyond that, that's all I have. Aller: Thank you sir. Jeff Kerfeld: Thank you. Appreciate your time. Aller: You want to hit those? 13 Chanhassen Planning Commission — July 16, 2013 Fauske: I would love to answer the questions. Aller: Thank you. Fauske: Is this on now? Okay. The question about the sewer connection, City staff has met with the City Engineer and the Utility Superintendent from the City of Chaska. The question we had is, we had heard that there had been issues with this lift station that services the Shadow Wood area in the past. They've indicated that they have taken the appropriate measures to go in and increase the wet well of that particular lift station and that they would have capacity for this site. At this time the City of Chanhassen will send a letter to Chaska formally requesting the connection. With regards to where it physically will be located, the sewer line would run within the Pioneer Trail right-of-way to Shadow Wood Court. Would connect to a sanitary sewer manhole that's at the intersection of Shadow Wood Court and Pioneer Trail so we don't have the specific alignment plan profile of that but, and I apologize we don't have it on the screen but if you do have a packet, Civil Page 4.0 is the utility plan and that does show a close up of where that proposed sewer connection is so we have had those conversations. Excuse me, the conversations with Chaska to discuss you know why is the proposal going to Chaska versus Chanhassen. Just to give you a little bit of history, we did look at making a connecting to the north to the K. Hovnanian project to the north and as Sharmeen had indicated in her presentation there's woods and slopes and a creek and significant slope elevation changes in there so that's why pursuing that option, that option was not pursued. With regards to the elevation difference. There's just, to kind of give you an idea of what the elevation difference is from the elevation of the wetland to the fast floor of the building is about 20 feet so that can kind of give you, and that's the slope of the ground. So that should give you an idea of the elevation difference. And then runoff to the site, on the north side, here's that outdoor space that Mr. Pokomey was speaking about. There's a pond, small pond that will treat the runoff from the parking area before discharging to the wetland here and then there's a second, it's an infiltration basin that will collect some of the runoff from the drive before discharging to the wetland so those are the two stormwater amenities that they are proposing to provide some treatment and some peak discharge attenuation. And his fourth question was regarding lighting which. Aanenson: I would just also indicate, it is our water. We will be serving with the City of Chanhassen's water ... and again the reason for the sewer is when we looked at the original proposal, there was significant tree loss with trying to bring it through that area that we were just talking about we're trying to preserve so there was a decision made to say what's the best way to preserve that overlay district is to come through Chaska... Al -Jaffa There was one other question regarding lighting on the site. Any lighting would have to meet ordinance requirements. 90 degree cut off. Not to exceed half a foot candle at property lines and all light fixtures have to be shielded. Aller: Anyone else? Come on forward. Welcome. Emily Owen: Thanks. My name is Emily Owen. I'm at 2706 Shadow Wood Court. I'm just to the north of Jeff Kerfeld and I share all of their concerns as well. I additionally, and I may have missed this in a presentation because I was a little bit late but my, one of my concerns is the road that comes out onto Pioneer. Will that, the traffic that it's going to increase. I don't know if visitor hours are going to, if there's going to be hours or if it's just going to be any time. What that's going to do to the traffic on Pioneer and whether we'll have to have a stop light. I guess there's pro's and con's to either way so that's my only question. Thanks. 14 Chanhassen Planning Commission — July 16, 2013 Aller: Thank you. My understand is, and anyone can jump in and correct me if I'm wrong. The State would be the one to come in and take a look at stop lights and the requirements for stop lights along that corridor. Aanenson: Or the County. Aller: Or the County and the use as requested is substantially less than the use that could be there so I think overall you're looking at getting less traffic this way by far than if it is approved than if we leave it alone and let somebody come in and build under the zoning currently present. So is that a correct assessment? Aanenson: Yep. Aller: Any additional comments? Questions? Please sir, come forward Keith Wyman: I'm Keith Wyman, 2674 Shadow Wood Court in Chaska. I'm not opposed to the project. I believe it's a good use for the space compared to what could be in there. I do have some, a couple concerns. One is sight lines or the height. Finished floor is 20 feet above the pond with a I feel fairly steep roof. You know can that be dropped down at all? Can the roof lines be cut down so we're not seeing this big roof up above the trees that is there? Is there anyway that that can be, you know can we drop finished floor down a little bit more? Create some retaining walls on the one side where we have that steep grade. Our houses now on the other side of the pond are probably you know maybe 12 feet, 10 to 12 feet above the pond. He's going to be 20 feet above the pond. You know is there a way to drop that down to get those you know, the top of that roof down lower? And then also have concerns too with the sewer connection. I do understand the need for tying into Chaska. You know no, you don't want to go through those, to the north. It just doesn't make sense but when the lift station was put in it was sized for our neighborhood. Not for this addition so is it, you know we went to that meeting with, what Matt had a couple nights ago for you know he's saying that it's over sized already but I guess I've never seen a developer put anything in over sized in the past. Why would they over size this one? So, and you know it has had problems in the past so you know, if this does causes problems what is, yes it's tied into Chaska's system but where does Chanhassen or the owner going to do if it does happen so. Aller: Thank you sir. I know, most of the matters that come before us like you're about the water systems and the safety systems and sewer systems being put in and my understanding is they look, just as we do, we have a 2030 plan. We look for future growth and that's why you have systems in place to accept that growth when it comes and they never come but they try to do that so unless I hear something differently from staff, it sounds like Chaska has made that representation. Fauske: That's correct. Alley: Anyone else? Comments. Concerns. Okay. Sure? We're going to close it now. Close the public hearing. Comments. Questions. I like the fact that there's diversity with the growing age of the citizenry of Chanhassen. We've looked at the demographics here recently and it's good to have projects like these. I like the fact that we have a project which is going to allow for significantly less impact on the hard cover surface area and it looks like we're preserving a great deal of the Bluff Creek system and of course the developer has to work with them as well so. With what's in the report and the representations I think I would be looking to approve at this point. I'm not hearing anything that is going to sway me to say that we shouldn't allow for the opportunity for the product to move forward. Hokkanen: Well I think we clarified the conservation of all those trees and areas that concern the K. Hovnanian and some of the others have talked about and the different elevations. It's a nice project. 15 Chanhassen Planning Commission — July 16, 2013 Could be a lot worst in that development and higher density project. Could be much more difficult... so I think it's a great addition to the city. Yusuf I agree. It seems like a very good use of the... Alley: Okay. Any thoughts? Withrow: No. Alley: Entertain a motion if anyone would like to do so. Withrow: The Chanhassen Planning Commission recommends the City Council approve the rezoning of property from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8). Site plan approval for construction of a continuing care retirement facility called Bluff Creek Cottages. Conditional Use Permit to allow development within the Bluff Creek Overlay District, subject to conditions of approval and adoption of the attached Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Hokkanen: Second. Aller: Any further discussion? Withrow moved, Hokkanen seconded that the Planning Commission recommends the City Council approve Planning Case #2013-08 to rezone 8.9 acres of property zoned A2, Agricultural Estate District, to R-8, Mixed Medium -Density Residential Bluff Creek Cottages contingent upon site plan approval, as shown in plans dated received June 14, 2013, and adoption of the Findings of Fact. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Withrow moved, Hokkanen seconded that the Planning Commission recommends the City Council approve the conditional use permit for Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 14, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 2. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 3. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 4. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 16 Chanhassen Planning Commission — July 16, 2013 5. The applicant must apply for and receive a NPDES construction permit prior to any earth -disturbing activity. 6. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 8. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 9. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 10. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 11. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 12. The geotextile fabric shall have a permittivity value of 0.5 or higher. 13. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 14. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 15. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 16. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 17. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 17 Chanhassen Planning Commission — July 16, 2013 18. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 19. The bioretention feature shall be designed such that it drains within 48 hours. 20. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre-treatment sizing", a forebay or a sump manhole at least three feet in depth. 21. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 22. The applicant is responsible for all other permits and approvals." All voted in favor and the motion carried unanimously with a vote of 4 to 0. Withrow moved, Hokkanen seconded that the Planning Commission recommends the City Council approve the site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. Add one hydrant at the intersection of Pioneer Trail and the entrance road. 18 Chanhassen Planning Commission — July 16, 2013 2. In addition to 12-inch address numbers on the building, address numbers will be required at driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A PIV, Post indicator valve will be required. 4. Yellow painted curbing and "No Parking Fire Lane" signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Planning Conditions: 1. All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: 1. Park fees in the amount of $12,000 shall be collected as part of the site plan permit. Engineering Conditions: 1. An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 19 Chanhassen Planning Commission — July 16, 2013 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part I11) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 7. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the corners of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. WE Chanhassen Planning Commission — July 16, 2013 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 21 Chanhassen Planning Commission — July 16, 2013 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. All voted in favor and the motion carried unanimously with a vote of 4 to 0. PUBLIC HEARING: PRESERVE AT RICE LAKE: REOUEST FOR LAND USE MAP AMENDMENT FROM RESIDENTIAL -LOW DENSITY TO RESIDENTIAL LOW AND MEDIUM DENSITY: REZONING FROM SINGLE FAMILY RESIDENTIAL (RSF) AND MIXED LOW DENSITY RESIDENTIAL (R4) TO PLANNED UNIT DEVELOPMENT-RESIDENTLAL (PUD-R): SUBDMSION OF 13.22 ACRES INTO 16 LOTS AND 2 OUTLOTS WITH VARIANCES; SITE PLAN REVIEW: AND WETLAND ALTERATION PERMIT. APPLICANT: J & S VENTURES 1. INC.. PLANNING CASE 2013-12. Al -Jaffa The subject site is located south, at the southeast intersection of Tigua Lane and West 86`" Street, north of Highway 212. Staff would like to briefly go over the existing conditions of this specific site. It 22 Meuwissen, Kim From: AI-Jaff, Sharmeen Sent: Monday, April 08, 2013 2:00 PM To: Fauske, Alyson; Jeffery, Terry, Sinclair, Jill; Hoffman, Todd; Meuwissen, Kim, Mohn, Jerry; Littfin, Mark Cc: Aanenson, Kate Subject: Withdrawal - Bluff Creek Senior Housing Attachments: letter requesting withdrawal.pdf Hi everyone, Just wanted to let you know that Bluff Creek Senior Housing has been officially withdrawn. They intend to work on the plans and resubmit. I will put together a list of all the issues. If you can send me any comments, I will include them in the letter so it can be addressed. Sincerely, Sharmeen Al-Wafj Senior Planner 952.227.1134 From: dave pokorney [mailto:davepokorneK@amail.coml Sent: Monday, April 08, 2013 1:49 PM To: AI-Jaff, Sharmeen Subject: Re: FW: City of Chanhassen Referral Request - Bluff Creek Senior Housing On Mon, Apr 8, 2013 at 1:48 PM, dave pokomey <daveyokomey@gmail.com> wrote: Attached is a letter formally requesting the withdraw of our application we will be resubmitting. Our architects contact information is: Mark Wentzell A1A Partner 292DesignGroup mwentzeli@292designgroup.com 9100 49TH AVE N MPLS, MN 55428 0,763,533.3813 C.612.80SA885 On Mon, Apr 8, 2013 at 1:36 PM, AI-Jaff, Sharmeen <SAI-Jafjkci.chanhassen.mn.us> wrote: From: Bill Monk [mailto:BMonk chaskamn.com] Sent: Wednesday, April 03, 2013 3:50 PM To: AI-Jaff, Sharmeen CC: Fauske, Alyson; Mohn, Jerry; Sinclair, Jill; Littfin, Mark; Oehme, Paul; Hoffman, Todd; Jeffery, Terry Subject: Re: City of Chanhassen Referral Request - Bluff Creek Senior Housing Chaska is shown as supplying sanitary sewer but not water service to the complex. Before committing to provide that sewer service, the City would like to review the alternative for that service to be provided by Chanhassen. Chaska has two concerns in providing sanitary service: 1. The force main is shown running in a berm in close proximity to two ponds. 2. The force main outlets to a neighborhood sewer lift station that has limited excess capacity. Neither concern renders the site un-serviceable but if an option for service from Chanhassen is feasible, it should be examined in relation to these concerns. Also, for billing purposes, since sewer usage is based on winter time water flow, it would be better if one City provided full utility service. Unfortunately, Paul Oehme is out of the office this week so I could not review these issues with him. Also, Chaska has limited information about the pond that this site drains to even though a portion is in Chaska. I would appreciate if Chanhassen would forward any data on file for this pond, such as NWL, HWL and the outlet control. Should you have any questions about these items, let me know. Dave Pokorny Community Asset Development Group 1403 Valley View Rd Chaska, Mn 55318 952 448 4444 Dave Pokorney Community Asset Development Group 1403 Valley View Rd Chaska, Mn 55318 952 448 4444 Community Asset Development Group 1403 Valley View Rd Chaska, MN 952448-4444 4/8/2013 Sharmeen AI-Jaff, Senior Planner City of Chanhassen 7700 Market Blvd Chanhassen MN 55317 On behalf of the Chestnut Group I am requesting that we be permitted to withdraw our application for the Bluff Creek Senior Housing. Once we complete the updated survey and additional items we will be resubmitting. Thank you for your cooperation and we truly look forward to working with you on this exciting project. Call me with any questions at 952-448.4444 Sincerely David Pokomey Community Asset Development Group CITY OF CHANHASSEN RECEIVED APR 0 8 2013 CHANHASSEN PLANNING DEPT SCANNED l3-o? CITY OF'CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 03/22/2013 3:28 PM Receipt No. 00214756 CLERK: ashleym PAYEE: Clayhole, LLC 1560 Bluff Creek Drive Chaska MN 55318- Planning Case 2013-08 ------------------------------------------------------- Conditional Use Permit 425.00 Notification Sign 200.00 Filing Fees 50.00 Rezoning Fees 500.00 Site Plan 640.00 Total Cash Check 1174 Change 1,815.00 0.00 1,815.00 0.00 SCANNED BLUFF CREEK SENIOR HOUSING - PLANNING CASE 2013-08 $425.00 Conditional Use Permit $500.00 Rezoning $640.00 Site Plan $500+$1011000 SF ($140) $200.00 Notification Sign $100.00 Escrow for filing fees (CUP & SPR) $1,865.00 TOTAL $1,815.00 Less Check 1174 from Clayhole, LLC $50.00 BALANCE REMAINING TO BE PAID (ESCROW FEE) SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Community Asset Development Group and John Klingelbutz to Rezone approximately 8.9 acres from Agricultural Estate (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review for a Continuing Care Retirement Facility (Bluff Creek Cottages); and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. On July 16, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Community Asset Development Group and John Klingelbutz to rezone approximately 8.9 acres from Agricultural Estate (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review for a 13,700 square -foot Continuing Care Retirement Facility (Bluff Creek Cottages); and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. The Planning Commission conducted a public hearing on the proposed rezoning 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 The property is currently zoned Agricultural Estate District, A-2. The property is guided in the Land Use Plan for Residential Medium Density. The legal description of the property is as follows: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, SCANNED along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. 5. Site Plan Review a) The proposed site plan is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed development is consistent with the site plan review requirements of city code; c) The proposed site plan preserves the site in its natural state to the extent practicable by minimizing tree and soil removal, preserving as permanent open space the land within the Bluff Creek primary zone and designing the site in keeping with the general appearance of the area; d) The proposed site plan creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed site plan creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed site plan protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Conditional Use Permit: a. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. --- g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. 7. The planning report #2013-08 dated July 16, 2013, prepared by Sharmeen Al-Jaff et al is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Rezoning, Site Plan Review and the Conditional Use Permit. ADOPTED by the Chanhassen Planning Commission this 16s day of July, 2013. CHANHASSEN PLANNING COMMISSION BY: Its Chairman pg:\plan\2013 planning cases\2013-08 bluff creek cottages\resubmittal 6-14-13\findings of fact.doc 11 13 - ,�7 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2013-08 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 16, 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request to Rezone 8.9 acres of property from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review with Variances for the construction of a senior housing facility; and a Conditional Use Permit to allow development within the Bluff Creek OverlayDish'ict. Property is located north of Pioneer Trail and west of Bluff Creek Boulevard. Applicant: Community Asset Development Group. Owner: John HIingelhutz. A plan showing the location of the proposal is available for public review on the City's web site at www i ci.chanhassen.mn.us/2013-08 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: saijaff@ci.chanhamen. mn.us Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, July 4, 201% No. 4817) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification w a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. was published on the date or dates and in the newspaper stated in the attached Notice an id Notice is hereby incorporated w part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghbklmnopgrstuvwxyz Y= Laurie A. Hartmann Subscribed and sworn before me on this day of, 2013 N Public JYMME JEANNETTE BARK NTARf PUBLIC • AI:NNESOTA WYCDWRSICNF)PIP S01MIA 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 Date & Time: Tuesday, July 16, 2013 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request to Rezone 8.9 acres from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review with Variances for the construction of a senior housing facility; and Conditional Use Permit to allow development within the Bluff Creek Overlay District Applicant: Community Asset Development Group Property 14. North of Pioneer Trail and west of Bluff Creek Boulevard Location: A location map is on the reverse side of this notie A What Happens The purpose of this public hearing is to in u about the applicant's request and to obtain input fror6fth neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff the at the Meeting: will give an overview of 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. Questions & If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-08. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(d)ci.chanhassen.mn.us or by phone at 952- it is Comments: 227-1134. If you choose to submit written comments, helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the PlanningCommission meeting. vkw Procedure: ' visions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations. ings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the f ing Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested parry 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 majonty vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 619.99 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 spokespersoNrepresentafive 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 hawing, 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 Stag person named on the notification. r i F PROPERIY .a z— / six POST'M ...',r..... - . f v= f �'1y rrtwcr wowu >4 02 1P $ 000.460 y; 0003195036 JUL 03 2013 CITY OF MAILED FROM ZIP CODE 55317 CHANHASSEN f 7700 Market Boulevard 07 13 13 P.O. Bo 557 44017 -157 N=gIE �PLE TO F V p6RD gRTVRN TO SENDS 4; �� „T1lib1L1f1111„11 E 11,d11k"1�15� IILd131dL1+� This map is neither a legally recorded map nor a survey and is not intended to be used es one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown. and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking Or any Other purpose requiring exacting measurement of distance or direction or precision In the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466 03, Surd. 21 (2000). and the user Of this map acknowledges that it,, Cry shall not be liable for any damages, and expressly waives all claims, and agrees to peieu.., nmamndy, and.Gd4tldrm.fla'sii GNFff any.dpQ all/tlaims brought by User, its employees or agent or third paf4;9!QNeRVP0$f* 0 41,�W6e of LIBERTY ON BLUFF CREEK MASTER 7615 SMETANA LN SUITE 180 EDEN PRAIRIE MN 55344-4702 IIIrIIIL�II'��Il�n�t�I11�11II��III,IL�IIn'�"Illlnll�gllll 0 data provldeh Notice of Public Hearing-•,NNED Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 16, 2013 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to Rezone 8.9 acres from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Proposal: Plan Review with Variances for the construction of a senior housing facility; and Conditional Use Permit to allow development within the Bluff Creek Overlay District Applicant: Community Asset Development Group Property North of Pioneer Trail and west of Bluff Creek Boulevard Location: A location map is on the reverse side of this notice. sae purpose of this public hearing is to inform you about the as plicant'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/2013-08. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions 8r by email at saliaff(cDci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews. Conditional and Interim Uses, 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 heading 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 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 personlsl. • 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. w � ■® �� \P a e � g§9 NOT Ee !» /� 4�GRy, N \E \ R 2! a23 E ZNze»g6 Notice of Public Hearing ;CANNED Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 16, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to Rezone 8.9 acres from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Proposal: Plan Review with Variances for the construction of a senior housing facility; and Conditional Use Permit to allow development within the Bluff Creek Overlay District Applicant: Community Asset Development Group Property North of Pioneer Trail and west of Bluff Creek Boulevard Location: A location map is on the reverse side of this noti 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/2013-08. If you wish to talk to someone about this project, please contact Sharmeen AI Jaff Questions & by email at saliaff(a)ci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. -city Review Procedure: - S ,, isions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, s, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Itnirg Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in wrMng. Any interested parry 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 commercialfindustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. ) 2 w o E—� Gs 7�\ Z02 (\5 5k) �%u Property Card Taxpayer Information Taxpayer Name CHANHASSEN CITY C/O CITY FINANCE DIRECTOR Mailing Address PO BOX 147 CHANHASSEN, MN 55317-0147 Property Address Address City Parcel ID Number 254220440 Parcel Information Uses Muni Si Other GIS Acres 13.50 Tax Acres Plat LIBERTY ON BLUFF CREEK (CHAN) Lot Block Tax Desc,iption OUTLOT B Building Information Building Style Finished SQ Ft Bedrooms Year Bulk Other Garage N Bathrooms Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 064 RILEY PURG BLUFF N N N CREEK Assessor Information Estimated Market Value 2012 Values 2013 Values Last Sale (Payable 2013) (Payable 2014) Land $873,200.00 $873,200.00 Date of Sale Building SO.00 $O.00 Sale Value Total $873,200.00 $873,200.00 Qualified/ Unqualified Disclaimer: This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is prodded pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, CARVER its employees or agents, or third parties which arse out of the users access or use of data provided. COUNTY Monday, December 23, 2013 Carver County, MN Page 1 of 1 Date Received CARVER COUNTY Taxpayer Services Department Government Center - Administration Building 600 East 4th Street Chaska, MN 55318-2102 Phone (952) 361-1910 Fax (952) 361-1919 Application to Combine Real Estate Parcels Per MN Statute 272.46 the county auditor, upon written application of any person, shall for property tax purposes only, combine legal descriptions of contiguous parcels to which the applicant(s) hold title. In order to be combined, the following requirements must be met: • Receipt of completed form by owner or designated representative • Based upon deeds of record, parcels must be of the same (identical) ownership • Parcels must be contiguous • Parcels must be located in same unique taxing districts (TAG) • Current year and delinquent taxes must be paid on each parcel • If parcels are in a Tax Increment Financing District (TIF), they must be located in the same TIF district • If special assessments are not paid on all parcels, the city/township would need to recertify the special assessments for the new parcel CAUTION Parcels that have been combined cannot be subdivided again without local municipality approval. If located in a township, Carver County Land Management Office must also approve the subdivision. Combined property tax will be reflected on next year's tax statement Owner (Applicant) Name: City of Chanhassen Address: 7700 Market Boulevard, P.O.Box 147 Phone Number: 952-227-1100 Chanhassen, MN 55317 Parcels to be combined: Outlot B. Liberty on Bluff Creek PID 254220440• And, G:\PLAN\2013 Planning Cases\2013-08 Bluff Creek Cottages\Administrative subdivision Application to Combine Real Estate Parcels.doc Date Received PROPOSED PARCEL A DESCRIFI ION The North 306.90 fed ofiha Mowing ci&=,bed pamrL• That Part ofthe Southweat Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Towtuhip 116, Range 23 Wes of the FM Principle Meridian, describes as follows: Commencing at the southeast eoraer of the said Southwot Quarter of the Nonheaai Quarter, tlw tm an asatmcd bar S of North 00 degrm 28 ntitu4es 53 atcon s West, dons the can rune of said Soathwca Qarte orthe Northeast Quarter, a distance of 528.D0 face thence on a beating of south 89 desrc 31 minutes V aeeoods West, a distane o17617,10 feet: Um=c on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with Laid east line of the Southwest Qatar of *4 Northeast Quarter, a disance of 665M feet; thence as a bearing of South 90 degrem 28 rnitaaes 53 secoade Eat, a distance of 626.52 feet(62030 feet deeded), to the eat fine ofnW Northwed Qurter of the Sowhcaa Quarter, tbetxe oar a bearing of Notth 00 degrees 22 mint a t6 uconds West, along the said can Ime of the Northweat Quarter ofthe Sou &uA Quarter, a d6u= of 246.09 fed to the point of bcginutiog. Excepting any portion thcreawithin W4DOT R;gbto&Way Max- No. 10-20 l Signature---) Date: For Office Use Only: Approved Denied By: Reason Denied: GAPLAN12013 Planning Cases\2013-08 Bluff Creek CottagesWdministrative subdivision Application to Combine Real Estate Parcels.doc 0 CITYOF December 23, 2013 CgA NSEN 7700 Market Boulevard PC Box 147 Kay Lemke, Clerk -Auditor Chanhassen, MN 55317 Carver Count, Auditor's 600 East 0 Street Administration Chaska, MN 55318 Phone:952.227.1100 Fax: 952.227.1110 Re: ZONING LOT DESIGNATION Building Inspections Phone: 952.227.1180 Dear Ms. Lemke: Fax: 952.227.1190 This letter is to request that these two parcels be placed under a single Parcel Engineering Identification Number. Phone: 952.227.1160 Fax: 952.227.1170 Finance The City of Chanhassen has no objection, pursuant to Chanhassen City Code Phone: 952.227.1140 Section 20-903, to combining Fax: 952.227.1110 PROM M PARM A DESCRIFT i Nord, No306.00 ices oflia feeaadng deem'bcd prod: Park &Recreation Phone:952.227.1120 .id senea 27 �ip114R=p23w�ttb,F3te �.uim'mn6o,wbw now�ordhcsoWapQuuw'd Fax: 952.227.1110 C-�angatbeamnhenceornwoRSeaadS*,d tQmisrofd.NaQ,. Q� .th x,nmo nwdne„mgof Nadh 00 ftp 22 toini 53a .&Wakgt6. -ot rimfluid Swd.� Qw, ortbe NaMsn Qr ,,a._ Recreation Center afSUM fecethw..bowtgorS.4h0dcp.32UmWa(eoceodeWoladi�of617.10fcai;a.. 2310 Coulter Boulevard baviagafSemh 00 dgycy 2d mimeo 33..da Ea puah'cl wish enid ant tine oftbc Soutbw=Qantat omA Nwhan Qtwdw,adiaa or66'TdkMdimwonahatmgofSmnh20depom28rnicu 53aemedeFat adwe or0652 Phone: 952.227.1400 feq 6" rod docdc13. b the ent feae a —d Notha Qu ord. S.W." Q . thmm m a 6nring or Honk 0o Fax:952.2271404 2�°16ao.,d'Wp aingthc.id cafrimorthc;*mlhwsatQm r1h.sa ouffiQtnnn.adot..of point orWElrai g. Planning & �Y podioa mutmfwil6a MNDOT RiSddd-WaY Plm. Nw 10-M Natural Resources Phone: 952.2271130 and Outlot B, Liberty on Bluff Creek, PID 254220440, respectively, into a single Fax:952.227.1110 zoning lot. These two lots are under single ownership of the City of Chanhassen. Please revise the legal description for the property to include both parcels' legal Public works descriptions and combine under a single parcel identification number. 7901 Park Place Phone: 952.227,1300 Hereafter, interior lot lines within the zoning lot shall be disregarded in applying Fax: 952.227.1310 setbacks and other zoning ordinance standards. Additionally, the lot may not be subdivided without complying with the city's subdivision ordinance. Senior Center Phone:952.227.1125 Fax: 952.227.1110 If you have any questions, please feel free to contact me at (952) 227-1131 or web site bgenerous@ci.chanhassen.mn.us. Please send verification with the new PID to me www.ci.chanhassen.mn.us once the property has been combined. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Sincerely, Robert Generous, AICP Senior Planner ec: Joleen Devens, GIS Specialist Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official g:lplan12013 planning cases\2013-08 bluff creek cottages\wning lot letter.dcc 0 � a rt} �' a��-�� a LLFM�a I "Jul delivery; (ii) one business day following dispatch by Federal Express or equivalent; or (iii) three (3) business days after mailing certified or registered mail, postage prepaid, return receipt requested, to respective addresses of the parties set out below: To Developer: Community Asset Development. Group 1110 Yellow Brick Rd Chaska, Mn 55318 Attention: Dave Pokomey, Partner To City: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Attention: Todd Gerhardt, City Manager Any party, by notice given as aforesaid, may change the address to which subsequent notices are to be sent to such party. IN WITNESS WHEREOF, the parties have set their hands as of the day and year set forth above. Communi set D ment Group CITY OF CHANHASSEN BY: BY: �7 Its Mayor Its Partner �v BY: Todd Gerhardt, City Manager/Clerk 148015vl RNK: 10/0 1/2009 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 11/25/2013 10:18 AM Receipt No. 00237085 CLERK: bethanya PAYEE: TitleNexus, LLC 277 Coon Rapids Blvd Suite 220 Coon Rapids MN 55433- Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping, Erosion Control, Utility Extension, Etc. ------------------------------------------------------- Security Escrow 90,710.00 Total Cash Check 20303 Change 90,710.00 0.00 90,710.00 0.00 SCAN'JED Status Report Sunday, May 31, 2015 Plan.OR6 J Securities Start Due S P Category Description i 5,31/2015 7/31/2015 F Escrows J CashEscrow Bluff Creek Senior Cottages Site Plan Agreement 2013-08 Landscaping. Erosion Control, Utility Extension, etc. $90,710 (Receipt 00237085) Notify Shanneen AI-Jaff ..................................................................................................................................................................................................... 0inns oarebGmeM Co' 11rz 3dlm" s•s pdaq SCANNED vu.1 G-b? CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 07/15/2013 1:49 PM Receipt No. 00224966 CLERK: AshleyM PAYEE: DDK Construction 1560 Bluff Creek Drive Chaska MN 55318- ------------------------------------------------------- GIS List 258.00 Filing Fees 50.00 Total Cash Check 005896 Change 308.00 0.00 308.00 0.00 SCANNEr City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: David Pokorney Community Asset Development Group 1403 Valley View Road Chaska, MN 55318 RE: Bluff Creek Cottages Planning Case 2013-08 Invoice SALESPERSON DATE TERMS KTM July 3, 2013 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 86 1 Property Owners List within 500' of PID 25-0270400 (86 labels) Escrow for Filing Fees not included with initial application fee payment $3.00 $50.00 $258.00 $50.00 TOTAL DUE $308.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for July 16, 2013. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2013-08. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED 13 -o5r _ CITY OF July 11, 2013 7700 Market Boulevard PC Box 147 Bill Monk, City Engineer Chanhassen, MN 55317 City of Chaska One City Hall Plaza Administration Chaska, MN 55318 Phone:952.227.1100 Fax:952.227.1110 RE: Bluff Creek Cottages, Senior Living Building Inspections Chanhassen Planning Case No. 2013-08 Phone:952.227.1180 Fax:952.227.1190 Dear Mr. Monk: Engineering The purpose of this letter is to request Chaska sanitary service for the proposed Phone: 952.227.1160 Bluff Creek Cottages development located in Chanhassen. Fax:952.2271170 The parcel is currently zoned as agricultural land. It is on the east side of the Finance Phone:952.227.1140 Chaska/Chanhassen border. Bluff Creek runs along the north and east sides of the Fax:952.227.1110 property. The proposed development is a 24-unit assisted senior living facility. The parcel will be rezoned to multi -family living. Park & Recreation Phone:952.227.1120 A wooded ravine and Bluff Creek separates the parcel from the Chanhassen Fax:952.2271110 sanitary trunk lines. Crossing the creek would have significant environmental and monetary impacts. Due to the grades in the area, the development would also Recreation Center need its own lift station to connect into the Chanhassen sanitary system. 2310 Coulter Boulevard Providing Chanhassen sanitary service to this parcel would be environmental and Phone: 952.227.1400 Fax: 952.227.1404 cost prohibitive. In order to provide service for this site, we are requesting a connection to Chaska's sanitary sewer system. Planning & Natural Resources You may contact me with questions or concerns by phone at (952) 227-1169 or by Phone:952.227.1130 e-mail at poehme@ci.chanhassen.mn.us. Fax:952.227.1110 Sincerely, Public Works 7ne: Park Place CITY OF Phone: 952. 2271300 Fax: 952.2271310 rV Senior Center Phone: 952.2271125 Paul Oehme, P.E. Fax:952.227.1110 Director Public Works/City Engineer Web Site www.ci.chanhassen.mn.us g:4ng\pmjec1s\a-e\b)uHcrcek w=ges\130709_chaskasmity rcgw9 dw Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow SCANNED Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Puebk, Soren M. Mattick John 1'. Kelly Henry A. Schaeffer. III Alina Schwartz Shana N. Conklin David H. Schuh ua: (-orperate i,C nLC( (,un< Suite 317 • pagan,?tom 651-452-5000 Fax 651-452-5° www.ck-law... CAMPBELL KNUTSON November 5, 2013 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Kim: RECEIVED NOV 12 2013 CITY OF CHANHASSEN Enclosed herewith for your files are copies of the following recorded documents: Variance 2013-17, recorded with the County Recorder on September 12, 2013, as Document No. A 583986; 2. Conditional Use Permit #2013-09, recorded with the County Recorder on September 12, 2013, as Document No. A 583989; and 3. Conditional Use Permit #2013-08, recorded with the County Recorder on September 25, 2013, as Document No. A 584652. The original recorded documents listed above were never returned to our office after recording. I checked the County's tract index and found that they had been recorded and printed out the enclosed copies. If you have any questions regarding the above, please give me a call. Very truly yours, CAMPBELL KNUTSON Professional Association By:`�� Carole J. Hoeft cjh Legal Assistant Enclosure SCANNED OFFICE OF THE Document No. COUNTY RECORDER A 58 4 652 CARVER COUNTY, MINNESOTA Receipt p Certtt,ed Recorded on September 25. 2013 9:00 AM Fee: $46 00 IIIII IIIIII1IIIII County Recorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT #2013-08 1. Permit Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: Application of Community Asset Development Croup to construct a 13,700 square -foot, one-story, 24-bed Continuing Care Retirement Facility (Bluff Creek Cottages) within the Bluff Creek Overlay District. 2. Properly. The permit is for the following described property ("subject property") in the City of Chanhassen, Carve County, Minnesota: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. 3. Conditions. The permit is issued subject to the following conditions: a. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual" b. The 894' contour is the assumed wetland boundary for purposes of deternoming buffer and setbacks. c. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. d. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. e. The applicant must apply for and receive a NPDES construction permit prior to any earth -disturbing activity. f. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this S WPPP to the city for review and comment. g. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. It. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. i. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. j. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. k. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 1. The geotextile fabric shall have a permittivity value of 0.5 or higher. m. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. n. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the Swale inlet into the pond. o. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. p. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". q. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. r. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. s. t. The bioretention feature shall be designed such that it drains within 48 hours. u. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre-treatment sizing', a forebay or a sump manhole at least three feet in depth. v. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. w. The applicant is responsible for all other permits and approvals. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Laose. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 12, 2013 CITY OF CHHANHASSEN By. 1�..._ A Tbo as A. F rlong, Ma By odd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this �� O day of 2013, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority grated by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 PROPOSED MOTION: "Me Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site Plan Approval for construction of a Continuing Care Retirement Facility (Bluff Creek Cottages), Conditional Use Permit to allow development within the Bluff Creek Overlay District, subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation.,, SUMMARY OF REQUEST: The applicant is requesting a Rezoning of 8.9 acres of property bY� from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Site Plan Approval for construction of a Continuing Care Retirement Facility (Bluff Creek Cottages), and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: North of Pioneer Trail and west of Bluff Creek Boulevard. APPLICANT: Community Asset Development Group John Klingelhutz 1403 Valley View Road 1560 Bluff Creek Drive Chaska, MN 55318 Chaska, MN 55318 Mr. David Pokomey Phone: 952-448-4444 daveookomevCa,email.com PRESENT ZONING: Agricultural Estate District (A-2) 2030 LAND USE PLAN: Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 8.9 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City has a relatively high level of discretion in approving rezonings because the City is acting in its legislative or policy - making capacity. The rezoning must be consistent with the City's Comprehensive Plan. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 2 of 23 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 request consists of multiple applications to facilitate the construction of a continuing care retirement facility (Bluff Creek Cottages). The request includes a Rezoning from Agricultural Estate District (A2) to Mixed Medium Density Residential District (R8), Conditional Use Permit to allow development within the Bluff Creek Overlay District; and Site Plan approval for the construction of a continuing care retirement facility. The site is located north of Pioneer Trail and west of Bluff Creek Boulevard. Access to the site will be gained off of Pioneer Trail. The site is zoned Agricultural Estate District. The following is a summary of the requests: 1. Rezoning: The first request is to rezone the property from Agricultural Estate District to Mixed Medium Density Residential District. 2. Conditional Use Permit: The second request is for a Conditional Use Permit to allow development within the Bluff Creek Overlay District. A tributary to Bluff Creek runs along the northeastern portion of the site. The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek primary zone. The applicant is requesting a conditional use permit to allow development next to the primary zone. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 3 of 23 I Site Plan: The final request is for a site plan to construct a 13,700 square -foot, one-story, 24-bed continuing care retirement facility. The total permitted site coverage is 35 percent. The proposed development has a total hard coverage area of 8.9%. The design of the building is attractive and is proposed to be constructed of high -quality materials. They include Cultured Stone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping and the building. A trail extends along the southeast portion of the site. The applicant will extend a sidewalk from the building to the trail to separate pedestrian from vehicular traffic. Access to the site is provided via a curb cut off of Pioneer Trail. Any work within the right-of-way will require approval of the jurisdictional agency. Staff regards the project as a well -designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the rezoning, subdivision and site plan with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article )UV, Division 2, "R-8" Mixed Medium Density Residential District Chapter 20, Article XXIII, Division 9, Design Standards for Multifamily Developments Chapter 20, Article XXXI, Bluff Creek Overlay District BACKGROUND This parcel is constrained by the Bluff Creek Overlay district, steep slopes and bluffs, wetlands and shoreland overlay district. The applicant is requesting that the area be rezoned mixed medium density residential and that a conditional use permit be granted for development within the Bluff Creek Overlay District. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 4 of 23 The Land Use Plan designates the area that is north of Pioneer Trail and west of Bluff Creek Drive as Residential Medium Density. This category has been established to accommodate a medium -density residential development. The medium density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi -family dwellings, but would also permit the development of the continuing care retirement facility. SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in turn leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 8.9%. The design of the building is attractive and is proposed to be constructed of high -quality materials. They include Cultured Stone at the entry and paneling as the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. A sidewalk is proposed to be extended along the south edge of the parking lot and access driveway to connect with an existing trail along Pioneer Trail. It will separate pedestrian from vehicular traffic. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constricted of the same materials as the building. The added landscaping and boulevard trees will provide a calming effect to a busy area Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 5 of 23 The site plan request is for a 13,700 square -foot, one-story, 24-bed continuing care retirement facility. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. The following applies to the continuing care retirement facilities: (1) The facility shall maintain state licensing. (2) The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. (3) The facility shall be connected to municipal services. (4) The facility shall be of residential style and character with a maximum structure height of 35 feet. (5) Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. (6) One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. (7) The facility shall be located in a medium or high -density district with a gross density not exceeding 16 beds per acre. (8) Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The site will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one-story appearance and most of the parking is located northeast of the building. The building has a capacity of 24 individuals and will require 3 employees on the major shift. This will translate to 11 parking spaces. The applicant is Providing 15 spaces. The access to the site will be via Pioneer Trail. LIGHTING/SIGNAGE The applicant prepared a lighting photometrics plan. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. The applicant has not shown any signs on the site. One monument sign shall be permitted on the site. The size of the sign may not exceed 24 square feet nor be higher than 5 feet. The sign shall be set back a minimum of 10 feet from the property line. The sign must comply with the sign ordinance. The letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. PARKING City code requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building has a capacity for 24 individuals which Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 6 of 23 translates to 8 parking spaces. The major shift will have 3 employees. The total number of parking spaces required is 11. The applicant is providing 15 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has a pronounced entrance. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of Cultured Stone and siding. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Heieht and Roof Design The maximum building height permitted is three stories. The building meets the ordinance requirement. The roofline is staggered, adding articulation to the design of the building. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loading Areas, Refuse Areas. etc. The trash enclosure has not been shown on the plans. The structure must be hidden from views and utilize the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 7 of 23 SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of 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; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; c. 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 d. 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. (6) Protection of 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: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 8 of 23 Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. The applicant is proposing to rezone the property from A2, Agricultural Estate District, to R8, Mixed Residential Medium Density District. The area to the north is occupied by the Liberty at Bluff Creek townhouse development. The area to the northeast of the subject site is occupied by single-family homes and is guided Residential Low Density, and the area to the southwest contains a single-family home and is located in the City of Chaska. Pioneer 'ass Park NORTH SOUTH EAST WEST DEVELOPMENT Liberty at Bluff City of Chaska/Shadow Liberty at Bluff Open Space Creek Wood Creek LAND USE Residential Residential Low Residential Parks and Open Medium Density Density Medium Density Space PUD-R Planned PUD-R Planned Unit Single Family Residential Low Unit ZONING Development District and Medium Development Residential Density District Residential District District The 2030 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD-R. The use consists of a single building with 24 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.). The R-8 District is the only residential zoning district that permits this type of development. This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 9 of 23 CONDITIONAL USE PERMIT A tributary to Bluff Creek transects the northern portion of this property. For this reason a portion of the property lies within the Shoreland Overlay District and the Bluff Creek Overlay District. In discussions with the applicant, they have no intention of developing farther north toward Bluff Creek and have suggested donating this area to the City. This would connect two city -owned parcels and would go towards the goal of a continuous greenway. The applicant's proposed development is consistent with the Bluff Creek Overlay District management goals and the TMDL study. A 40-foot setback is required from the Bluff Creek Primary Zone boundary. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. CONDITIONAL USE PERMIT FINDINGS In evaluating a conditional use permit, the city should consider the developer's compliance with the following: i. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. 2. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. 3. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. 4. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. 5. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. 6. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. 7. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 10 of 23 8. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 9. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. 10. The proposed development will be aesthetically compatible with the area. 11. The proposed development will not depreciate surrounding property values. 12. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. COMPLIANCE TABLE Ordinance Requirements (R-8) Proposed Lot Area 3 acres 8.9 acres Frontage 150 feet 246 feet Depth 150 feet 626 feet Lot Coverage Building Height Principal 35% three stories (35 feet) 8.9% one story (21 feet) Accessory Building Setbacks Front yard one story 25 feet NA Approx. 80 feet Rear yard 25 feet Approx. 322 feet Side yard 10 feet Approx.144 feet south property line Bluff Creek Primary 40 feet 62 feet Wetland Buffer 16 feet buffer setback 40 feet Buffer 16.5 feet buffer setback 82 feet Parking Requirements Stalls 1/3 space per bed = 8 1 per employee largest shift = 3 Total =11 15 Front yard 25 feet 100 feet Planning Commission Bluff Creek Cottages — Planning Case 2013-08 July 16, 2013 Page 11 of 23 GRADING AND DRAINAGE This site is bordered to the northeast by Bluff Creek and to the southwest by a wetland. The existing grading directs stormwater on the southwest part of the site to the wetland and directs stormwater on the north part of the site to the creek. Stormwater on the southeast part of the site (within MnDOT right-of-way) flows into the Pioneer Trail ditch system. The proposed grading plan would create a stormwater pond northwest of the proposed building. This pond would collect the stormwater runoff from the parking lot and the outdoor space adjacent to the building. The overflow will drain to the wetland in the southwest area of the property. The proposed grading plan includes an infiltration basin. The stormwater from the ground between the infiltration basin and the driveway will drain to the basin and will overflow into the wetland in the southwest area of the property. The lower half of the driveway and the ground adjacent to the driveway will drain onto Pioneer Trail. The site is 8.9 acres in area and appears to have close to one acre of disturbed area. The drainage map associated with the HydroCAD model indicates that over 1.5 acres will be disturbed. This means that the development will require an NPDES construction permit. The City shall be provided confirmation of the permit and a Surface Water Pollution Prevention Plan (SWPPP) must be prepared and submitted to the City for review and comment prior to any earth -disturbing activities. In addition to the submittal of the SWPPP and the required elements under the NPDES construction permit, the plan set must be consistent with Chapter 19 of Chanhassen City Code. The following comments relate to the grading/erosion control plan (Sheet C3.0). The inclusion of a bioretention feature is consistent with the desire to reduce volume discharging to Bluff Creek. It is important that a detailed plan is prepared and submitted showing how the feature will be protected from construction traffic and sedimentation while the remainder of the site is being constructed. The bioretention area must remain undisturbed until the remainder of the site is graded. Upon construction of the area, only light equipment should be used in the infiltration area and perimeter control measures shall be erected around the bioretention feature. These shall remain in place until the contributing area is stabilized. All details pertaining to erosion prevention and sediment control shall be from the city's detail plates unless otherwise approved. In no case may wooden posts be used. The placement of silt fence shall be moved to include all graded areas, and inlet protection shall be provided at the existing catch basins on Pioneer Trail downstream of the site and on all proposed catch basins until the site has been stabilized. The curb cut swale to the pond shall be stabilized as addressed in the section entitled "Surface Water Management". The plans must be signed by a registered engineer. An existing topography plan sheet must be included in the plan set. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 12 of 23 The plans must show the elevations at the corners of the proposed building. The grading at the east comer of the building must be adjusted so that water will flow away from the building. The grading plans must be amended so that no slopes exceed 3:1. The plans must identify any stockpile areas that will be used during construction. RETAINING WALLS One 4-foot high retaining wall is proposed between the east comer of the building and the driveway. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. The retaining walls will be privately owned and maintained. All retaining walls over 6 feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. DRIVEWAY AND PARKING LOT The developer proposes a 24-foot wide, 500-foot long driveway that leads to a parking lot with 14, 90-degree stalls and a turnaround for emergency vehicles. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. The parking lot aisle must be 26 feet wide. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. UTILPI'IES The creek running along the east side of the property creates a barrier for connecting to the City of Chanhassen's sanitary sewer system. The proposed sanitary sewer service for this property will connect to the City of Chaska's sanitary sewer system. The City of Chaska is agreeable to the proposed connection, but must approve the sewer plans. Although the downstream facility has sufficient capacity for the proposed building, any additional sanitary sewer capacity needed for this site in the future cannot be accommodated by this connection. The developer's engineer must show the detailed lift station design and location in the plans. The sanitary sewer will be privately owned and maintained. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 13 of 23 The watermain service for this property will run parallel to Pioneer Trail and connect to the City of Chanhassen's water system at Bluff Creek Boulevard. The connection to Chanhassen's watermain system must be shown in the plan. The proposed watermain will be privately owned and maintained. The watermain that is parallel to Pioneer Trail must be 8 inches to accommodate fire flows. The developer's engineer shall model fire flows to the development to ensure the watermain pipe size is adequate. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. The proposed sewer and water connections lie within Carver County right-of-way. The developer must acquire the appropriate permits for utility installation. ASSESSMENTS This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Changing the zoning for this property will cause the assessments to come due. An assessment for Bluff Creek Boulevard improvements with a principal of $7,918.72 was deferred and has been accruing interest at 6% since 2008. As of July 9, 2013, the assessment amount was $11,005.42. Assessment for TH 212 improvements with a principal of $11,790.06 was deferred and has been accruing interest at 6% since 2006. As of July 9, 2013, the assessment amount was $16,494.30. Water and sewer trunk and hook-up fees are to be collected with the development contract. Both the sewer and water hook-up fee will be assessed at the rate for the City of Chanhassen in effect at that time. The developer will need to apply for a no -fee plumbing permit from the City of Chaska before connecting their sanitary service. EASEMENTS MnDOT right-of-way separates the Bluff Creek Cottages property from Pioneer Trail (County Road 14). An access agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail. An encroachment agreement must be obtained from MnDOT and Carver County to allow construction of private utilities in the right-of-way. Ten -foot wide drainage and utility easements are required over all public utilities. WETLANDS There are two wetland basins located on the property. Currently, no delineation has been submitted or approved for either basin. Given the distance between the proposed improvements and the likely wetland boundaries, it is not imperative that a delineation be performed on the basins. However, for the purposes of establishing buffers and setbacks, an elevation shall be established and agreed to by the city which will approximate the extent of the wetland. The plan set must clearly indicate that these wetlands are not delineated in accordance with 1987 US Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 14 of 23 Army Corps of Engineers Wetland Delineation Manual. Any future expansion of grading activities and/or construction area will require that the wetlands are delineated in a manner consistent with the accepted practice of wetland determination and delineation. The more westerly basin is located within both Chanhassen and the City of Chaska. The invert elevation for the outlet from this basin is set at 893.62'. Given bounce and capillary movement of water within the soils, the boundary shall be assumed to be at 894' and the buffer and setback shall be from this contour. The plan sheets must be amended to reflect this. The drainage and utility easement must be recorded against the property and must include the wetland and the buffer or these areas shall be dedicated to the city. Further, the plans must show the proposed location of the wetland buffer monuments and these monuments must be installed prior to the release of the final plat. A vegetation management plan will be required for any disturbed buffer area or any buffer that is unacceptable as described in section 20-142 of city code. SHORELAND OVERLAY AND BLUFF CREEK OVERLAY DISTRICTS Bluff Creek transects the northern portion of this property. For this reason a portion of the property lies within the Shoreland Overlay District and the Bluff Creek Overlay District. Bluff Creek is impaired for turbidity and for fish indices of biological integrity (IBI). The Total Maximum Daily Load study and Stressor Identification Report both indicate that flow volumes contribute to both impairments. The Bluff Creek Corridor Feasibility report identifies the acquisition and preservation of a continuous greenway corridor from the headwaters near Minnewashta Park to the Minnesota River. In discussions with the applicant, they have no intention of developing further north toward Bluff Creek and have suggested donating this area to the city. This would connect two city -owned parcels and would go towards the goal of a continuous greenway. The proposed development is consistent with the Bluff Creek Overlay District management goals and the TMDL study. SURFACE WATER MANAGEMENT Two stormwater management features are being proposed. The retention pond is to receive drainage from the parking area and the building through a 4- foot curb cut in the parking lot. It has been staffs experience that these swales are prone to erosion problems. The model should be modified to indicate the discharge velocity at the curb cut. If it exceeds three (3) cfs the water should be piped to the pond. This is the preferred method of conveyance. The rip rap should be extended all the way to the normal water level of 905.0 and the geotextile should have a high permittivity rating. Because of the long-term maintenance issues associated with this inlet, it shall be the property owner's responsibility to maintain this inlet and an operations and maintenance manual shall be developed and submitted to the city for review and records. This O&M shall include the biofiltration feature as well. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 15 of 23 The outfall for the pond shall be pulled back toward the pond so that it is far enough removed from the 894' contour such that no part of the rip rap needs to extend into the wetland area. If practicable to do so from an engineering standpoint, it should discharge before reaching the buffer area. The other stormwater management feature is a bioretention basin located south of the building. A detailed construction plan must be developed and provided to the city for review and comment. This plan shall be consistent with the Minnesota Stormwater Manual "Design criteria for bioretention". A percolation test using an infiltrometer such as a double ring or modified Philip Dunne shall be provided for determining infiltration rates. Currently the model assumes am infiltration rate of 0.37 inches/hour. This exceeds the design infiltration rates for B soil groups, as found in the MN Stormwater manual, by nearly 20%. This is even more problematic as it appears likely that a portion of the feature overlies a soil unit with a `C' classification. The model shall be amended to reflect the results of the soil borings and infiltrometer tests. Soil borings have not been provided. These are necessary to have reasonable assurance that three feet of separation exists between the bottom of the basin and the highest known ground water level. Pretreatment is required before discharging into the bioretention feature. This can be done with a forebay, a grass swale or a sump manhole. The plan must be amended to include the proposed pretreatment method. Soils shall be amended within the feature as indicted in the MN Stormwater Manual. An underdrain system is highly recommended. The feature shall be designed to draw down in 48 hours time. A detailed vegetation management plan shall be developed and submitted. This plan should include a plant schedule and anticipated annual maintenance. It may be included as part of the operations and maintenance manual. The final 150 feet of the entrance will not be captured and treated on -site but will instead run into Pioneer Trail. The applicant must receive approval from Carver County for this condition. It is also likely that during larger events, additional runoff will enter Pioneer Trail as a result of blow by as the catch basins cannot accommodate the runoff. The applicant shall provide a spread and run calculation for the proposed catch basin configuration. LANDSCAPING Minimum requirements for landscaping include 696 square feet of landscaped area around the parking lot, one landscape island or peninsula, two trees for the parking lot, and bufferyard plantings along the property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 16 of23 Required Proposed Vehicular use landscape area 696 s . ft. >696 sq. ft. Trees/parkingTrees/parking lot 2 trees 2 trees Islands or peninsulas/parking lot 1 islands/peninsulas 1 islands/Deninsulas Applicant meets minimum requirements for trees and landscaping in the parking lot area. Buffe and Requirements Required plantings Proposed plantings 4 Overstory trees 4 Overstory trees Bufferyard A — west prop. Line, 480' 4 Understory trees 12 Understory trees 8 Shrubs Existing vegetation 1 Overstory trees Existing vegetation and Bufferyard A — north prop. Line, 1 Understory trees distance meet buffer 2 Shrubs requirements 4 Overstorytrees 1 Overstorytrees Bufferyard A — east prop. Line, 400' 4 Understory trees 9 Understory trees 8 Shrubs 26 Shrubs Existing wooded area 1 Overstory trees 3 Overstory trees Bufferyard A — south prop. Line, 140' 1 Understory trees 2 Understory trees 2 Shrubs 12 Shrubs The applicant meets minimum requirements for bufferyard plantings. The applicant does not show foundation plantings around the exterior footprint of the building. City ordinance requires that foundation plantings be included in order to improve the appearance of a structure. The applicant shall revise the landscape plan to include a mix of plantings, such as perennials and shrubs, around the footprint of the building. PARKS The plans show sidewalks that connect to City trails. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force. The site is subject to a payment of $12,000 in park dedication fees (24 beds X $500 per bed). RECOMMENDATION Staff recommends approval of the Bluff Creek Cottages subject to the conditions of approval. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 17 of 23 A. REZONING "Planning Case #2013-08 to rezone 8.9 acres of property zoned A2, Agricultural Estate District, to R-8, Mixed Medium -Density Residential for Beehive Home Subdivision contingent upon site plan approval, as shown in plans dated received June 14, 2013, and adoption of the Findings of Fact." B. CONDITIONAL USE PERMIT "The conditional use permit for Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 14, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." 2. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 3. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 4. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 5. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 6. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 7. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 8. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 9. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 10. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 18 of 23 11. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 12. The geotextile fabric shall have a permittivity value of 0.5 or higher. 13. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 14. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 15. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 16. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 17. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 18. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 19. The bioretention feature shall be designed such that it drains within 48 hours. 20. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 21. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 22. The applicant is responsible for all other permits and approvals." C. SITE PLAN APPROVAL "The site plan consisting of a 13,700 square -foot continuing care retirement facility, Planning Case 2013-08 for Bluff Creek Cottages as shown in plans dated received June 13, 2013, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 19 of 23 Building Official Conditions: 1. The proposed structure is required to have an automatic fire extinguishing system. 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4. Detailed building code -related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5. Structures and site must meet Minnesota Accessibility Code. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal Conditions: 1. Add one hydrant at the intersection of Pioneer Trail and the entrance road. In addition to 12-inch address numbers on the building, address numbers will be required at driveway entrance. Contact Chanhassen Fire Marshal for requirements. 3. A PIV, Post indicator valve will be required. 4. Yellow painted curbing and "No Parking Fire Lane" signs are required. Contact Chanhassen Fire Marshal for details. 5. City Engineer shall verify that the purposed fire apparatus turnaround is sufficient. 6. A three-foot clear space must be maintained around fire hydrant(s). Planning Conditions: 1. All rooftop and ground equipment must be screened from views. 2. Approval of the site plan application is contingent upon approval of the rezoning and conditional use permit for Planning Case 2013-08. 3. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 20 of 23 4. Sign illumination and design shall comply with ordinance. If illuminated, the letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials shall be compatible with the building. The applicant must apply for a sign permit. 5. The trash enclosure for the building has not been shown on the plans. The structure must be screened from views and constructed of the same materials as the building. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 6. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Light fixtures shall be downcast and the light shall be cut off at a 90-degree angle as required by the city code. All fixtures shall be shielded. Park and Trail Conditions: 1. Park fees in the amount of $12,000 shall be collected as part of the site plan permit EnEdneerinQ Conditions: 1. An agreement must be obtained from MnDOT and Carver County to allow the driveway to connect to Pioneer Trail (County Road 14) and to allow construction of private utilities in the right-of-way. 2. The applicant must apply for and receive a NPDES construction permit prior to any earth - disturbing activity. 3. The applicant must prepare a SWPPP consistent with the NPDES construction permit requirements (Part III) and submit this SWPPP to the city for review and comment. 4. The construction of the bioretention area shall be phased such that it is not disturbed until after the rest of the site has been graded. The plans shall be amended to reflect this and perimeter control shall be installed that will prevent the operation of equipment and the stockpiling of materials in this area. 5. Sediment control Best Management Practices shall remain in place around the bioretention basin until the area tributary to the basin is stabilized. 6. Inlet protection shall be installed on the double catch basin on Pioneer Trail located downstream of the site prior to commencement of earth -disturbing activities. Inlet protection shall be installed on all catch basins and curb cuts interior to the site after installation until final stabilization is met. 7. All outfalls, including the curb cut, shall be stabilized within 24 hours of connection. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page21 of23 8. The rip rap for the curb cut shall extend, uninterrupted, to the normal water level of the proposed pond (905.0'). 9. The geotextile fabric shall have a permittivity value of 0.5 or higher. 10. The plans must be signed by a registered engineer. 11. Ten -foot drainage and utility easements are required over all public utilities. 12. An existing topography plan sheet must be included in the plan set. 13. The grading plans must be amended so that no slopes exceed 3:1. 14. The developer's engineer must submit a soils report and boring log for this site indicating the soil conditions, permeability and slope. 15. The plans must show the elevations at the comers of the proposed building and where the building foundation is acting as a retaining wall. 16. The plans must identify any stockpile areas that will be used during construction. 17. The developer's engineer must call out the 6-foot retaining wall around the "outdoor space" in the plans and include top and bottom of wall elevations. 18. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. 19. The developer's engineer must adjust grading at the face of the east retaining wall to create a swale so water will flow away from both the wall and the building. 20. The retaining walls shall be privately owned and maintained. 21. All retaining walls over six feet high and within 10 feet of a sidewalk or other public way must have a fence or other barrier. This condition includes the areas where the building foundation will act as a retaining wall. 22. Before vehicles enter Pioneer Trail, the driveway must provide a landing area that starts at least 50 feet back from the crosswalk and is at a 2% maximum grade. 23. The parking lot aisle must be 26 feet wide. 24. The turnaround must allow enough room for a fire truck to turn and exit the parking lot without going through the parking spaces. Approved turnarounds include a 100-foot hammerhead and a 70-foot diameter cul-de-sac. 25. The plans are amended to read "Assumed wetland boundary — area not delineated per 1987 Corps Manual." Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 22 of 23 26. The 894' contour is the assumed wetland boundary for purposes of determining buffer and setbacks. 27. Wetland buffer shall be shown to measure twenty (20) feet as is consistent with a Manage 2 wetland. The setback from this buffer shall then be thirty (30) feet. 28. That portion of the property containing the Bluff Creek Primary Zone and the tributary to Bluff Creek is dedicated to the city as per discussion with applicant and city staff. 29. The model shall be amended to show that the peak discharge rate at the curb cut is no greater than 3.0 cfs during the 25-year storm event. If this cannot be achieved, the applicant is strongly encouraged to use pipe to convey stormwater runoff. 30. An operations and maintenance manual shall be provided to the city for review and approval and shall cover the bioretention feature and the swale inlet into the pond. 31. The outfall for the stormwater detention pond shall be pulled away from the wetland such that there is adequate room to install all rip rap without any disturbance below the 894' contour. If practicable to do so, the outfall shall be pulled entirely outside of the wetland buffer area. 32. The bioretention feature shall be designed in a manner consistent with the Minnesota Stormwater Manual "design criteria for bioretention". 33. A detailed plan for the bioretention feature, including phasing, soil amendments, underdrain (if necessary) and planting schedule shall be provided to the city for review and approval. 34. Percolation tests shall be performed in the bioretention area to determine infiltration rates. The model shall be amended based upon these findings and provided to the city. 35. The bioretention feature shall be designed such that it drains within 48 hours. 36. Pretreatment shall be provided prior to discharge to the bioretention feature. This shall be a grass swale consistent with the MN Stormwater Manual "Guidelines for filter strip pre- treatment sizing", a forebay or a sump manhole at least three feet in depth. 37. The applicant must receive permission from Carver County for the proposed runoff condition into Pioneer Trail, and provide a spread and run calculation to show that the proposed catch basin will capture the ten-year event or otherwise design the storm sewer to capture this event. 38. The applicant is responsible for all other permits and approvals. 39. The developer's engineer must show the detailed lift station design and location in the plans. 40. The City of Chaska must approve the sanitary sewer plans. 41. The sanitary sewer and watermain shall be privately owned and maintained. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 23 of 23 42. A plan sheet is required to show the watermain extension from the driveway to the connection to Chanhassen's watermain system. 43. The watermain that is parallel to Pioneer Trail must be 8 inches for fire flow conditions. 44. The developer's engineer shall model the watermain extension for fire flow demand to the development to ensure the watermain pipe size is adequate. 45. Fire hydrants are required every 400 feet, and gate valves are required every 800 feet. 46. This property has outstanding assessments from previous improvement projects that were deferred due to the property's Green Acres status. Altering the zoning for this property will cause the assessments to come due. 47. Water and sewer trunk and hook-up fees are to be collected with the development contract. 48. A permit is required for any work within the MnDOT or Carver County right-of-way. 49. A temporary construction easement will be required for the installation of utilities within road right-of-way. Miscellaneous Conditions: 1. The applicant shall work with staff on minor plan modifications. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy of Plans dated "Received June 14, 2013". 4. Public Hearing Notice and Affidavit of Mailing. 9:\plan\2013 planning css VO13-08 bluff creek cottagmV=b=ttal6-14-13\Staff repoiUm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Community Asset Development Group and John Klingelhutz to Rezone approximately 8.9 acres from Agricultural Estate (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review for a Continuing Care Retirement Facility (Bluff Creek Cottages); and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. On July 16, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Community Asset Development Group and John Klingelhutz to rezone approximately 8.9 acres from Agricultural Estate (A-2) to Mixed Medium Density Residential District (R-8); Site Plan Review for a 13,700 square -foot Continuing Care Retirement Facility (Bluff Creek Cottages); and a Conditional Use Permit to allow development within the Bluff Creek Overlay District. The Planning Commission conducted a public hearing on the proposed rezoning 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 The property is currently zoned Agricultural Estate District, A-2. 2. The property is guided in the Land Use Plan for Residential Medium Density. 3. The legal description of the property is as follows: That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of said Section 27, Township 116, Range 23 West of the Fifth Principle Meridian, described as follows: Commencing at the southeast corner of said Southwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 00 degrees 28 minutes 53 seconds West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89 degrees 31 minutes 07 seconds West, a distance of 617.10 feet; thence on a bearing of South 00 degrees 28 minutes 53 seconds East, parallel with said cast line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80 degrees 28 minutes 53 seconds East, a distance of 626.58 feet (620.50 feet deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00 degrees 28 minutes 16 seconds West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. 5. Site Plan Review a) The proposed site plan is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed development is consistent with the site plan review requirements of city code; c) The proposed site plan preserves the site in its natural state to the extent practicable by minimizing tree and soil removal, preserving as permanent open space the land within the Bluff Creek primary zone and designing the site in keeping with the general appearance of the area; d) The proposed site plan creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed site plan creates a functional and harmonious design for structures and site features, with special attention to the following: 2 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed site plan protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Conditional Use Permit: a. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. The planning report #2013-08 dated July 16, 2013, prepared by Sharmeen AI-Jaff et al is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Rezoning, Site Plan Review and the Conditional Use Permit. ADOPTED by the Chanhassen Planning Commission this 16th day of July, 2013. CHANHASSEN PLANNING COMMISSION "W Its Chairman pgAplan\2013 planning cases12013-08 bluff creek cottages\resubmittal 6-14-13\findungs of factdoc FINAL PLANS FOR Site, Grading, Drainage, Utility and Landscaping FOR CHANHASSEN SENIOR HOUSING IN CHANHASSEN, MN SITE LOCATION MAP CONTACT INFO DEVELOPER/CONSTRUCTION CIVIL ENGINEER DDK CONSTRUCTION BCE CONSULTING. LLC JOHN KLINGLEHUTZ / TIM HEILAND STEVE BROYER, P.E. 952-233-2728 912-770-4645 SHEETINDEX 5/132013 C1.0 COVER SHEET W013 BOUNDARY SURVEYAo....n..�..,,.,., 51132013 C2.0 SITE PLAN 51132013 C3.0 GRADING/EROSION CONTROL PLAN O 5/132013 C3.1 HYDROLOGY INFORMATION O 311WM13 C3.2 SWPPP NOTES C4.0 UTILITY PLAN 5/132013 5/132013 C5.0 CIVIL DETAILS 5/132013 _ L1.0 LANDSCAPE PLAN 00 3/192013 Al FLOOR PLAN 3/192013 A2 EXTERIOR ELEVATIONS DRAWING INDEX LEGEND 01 - XWX/201X X SHEET TITLE ARCHITECT CITY OF CHANHASSEN 292 DESIGN GROUP ENGINEERING DEPARTMENT MARK S WENTZELL, AIA 952-227-1160 793533-3813 eQK C1.0 Ntlld 311S ltlNlj o t tl1053NNIW'N3SSVXNtlX'J ONISOOH HOIN3S N3SSVHNVHO �1 iaw a o b w ` ag W F � E go a� 5 S� U 0 pp� ZYgsW� W SSSe� W f F "HI SeeS n� ggoal C H NV 1O1J1N0� O 1 E NOISOI3 / ONIOtlaO I�E� ✓j {;�� `r/'�1 zi �i � b1053NNIW 'N35StlXNtlXJ •n TTT"' 'JNISOOH MOIN 3S N3SStlHNtlHO e I w IjY ,3 111 � Q111i111i1 CJ� l duo _« \, ' ____ �. _m_�___ : Q \ w| m! ; , 0 w } 2|§§H`sI • !\dsiJ ' ,6 »;.| | gym. jilt /! ! @,r A _�z___ O. � - _______ ( �a •' |{) | a % § , § N § ! ! w f ? � 4§ §■§� f ISlIV130 lIND 0 V10S3NNIN'N356YxmmJ Lo IyI t : iFli - T c ONISNOH MOMS N3SSVHNVHO a t —y 1 @�@ �` C ° tt g test e t ? isE'sp 5t ire t� i°ei E i 8e t�1 t a tg pia a � s S� all if 3R t gp°p ee Ee Pa+ ;P 9! ill egE 111€ 11E =t 13a l €p 1 N 6' ,1 =W sill t a Fj 'oil �..:,.. 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Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION CHESTNUT GROUP, LLC Contact: Email: John(aa)ddkconstruction.com Planning Case No. 3 -O CITY OF CHANHASSEN RECEIVED MAR 1 5 2013 CHANHASSEN PLANNING near John Klingelhutz 1560 Bluff Creek Drove Chanhassen MN Contact: Dknnn• Coy emau: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment motional Use Permit (CUP) g`"LAS Interim Use Permit ([UP) Non -conforming Use Permit _ Planned Unit Development' XX - Rezoning 500 Sign Permits Sign Plan Review I XXS*Plan Review (SPR)' Subdivision' 141-l0 1 �{o 5cn t10 f000SC 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 xx (City to install and re e) X Escrow F FeeslAttomey Cost' �� .SW UP AC/VARlWAPIMetes rids -S450 inor B P1tIZ15 CKIn� TOTAL FEES $1,815 �.; � owe YSO 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%" X 11" reduced copy for each plan sheet along with a digital cony in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. ek 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. r oftNOT l " ujaea 31$00t) PROJECT NAME: BLUFF CREEK SENIOR HOUSING LOCATION: NORTHWEST CORNER OF PIONEER TRAIL AND BLUFF CREEK DRIVE LEGAL DESCRIPTION AND PID: SEE ATTACHED 25-0270400 TOTAL ACREAGE: WETLANDS PRESENT: YES XX NO PRESENT ZONING: _ /�AGRICULTURAL _ESTATE �l REQUESTED ZONING: RESIDENTIAL PAC yed fAAPlt tkvv, 1]av%q- ,1 (2—S(7)i PRESENT LAND USE DESIGNATION: RFSIOFNTIAI REQUESTED LAND USE DESIGNATION: RESIDENTIAL REASON FOR REQUEST: WE ARE PROPOSING TO CONSTRI ICT A SMAI L C NIOR ASSITFD LIVING FACILITY THAT WILL BE FOCUSED ON INDIVUDUALSTHAT NEED MEMORY CARE. THE BUILDING WILL CONSIST OF Z4 BEDROOMS FOR SITE PLAN REVIEW: Include number of exis employees: 12 EMPLOYEES MAXIMUM OF4 AT ANY GIVEN TIME and new employees: This application must be completed in full and be typewritten or dearly 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. COMMUNITY ASSET DEVELOPMENT GROUP 1403 Valley View Rd Chaska, Mn 55318 952-448-4444 3/10/2013 Kate Aanenson, Community Development Director City of Chanhassen 7700 Market Blvd Chanhassen MN 55317 Dear Ms. Aanenson, We represent the Chestnut Group that is proposing to construct a 24 unit senior memory care on the 8.2 acre parcel it owns off of Pioneer Trail. Because of wetland and bluffs the developable portion of the parcel is approximately 3.5 acres resulting in a density of 6.8 units per developable acre. The property is currently zoned residential and we are seeking a rezoning, conditional use permit and site plan approval to develop this facility. Enclosed are: 1. Location map 2. Site plan 3. Grading and utility plan 4. Landscape Plan 5. Hydraulic Report 6. Building floor plan 7. Building elevation 8. Set of building images Servicing this site with sanitary sewer is a challenge since the closest Chanhassen sanitary sewer is located to the north and would require the construction of a force main through the wooded ravine. Consequently, based on discussions with the City staff we have contacted the City of Chaska to explore the feasibility of connection to the City of Chaska utility system to the west. Based on those discussions, we believe that executing an agreement for service through Chaska is feasibly and we would pursue this option as a condition of site plan approval. After you have had a chance to review, please contact me at your convenience to review in greater detail. Thank you for your cooperation and we truly look forward to working with you on this exciting project. Call me with any questions at 952-448-4444 Sincerely �� David Pokorney Community Asset Development Group 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 July 3, 2013, 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 Bluff Creek Cottages — Planning Case 2013-08 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 day of 2013. otary blic `"� "'gig KIM T. MEUWISSEN Notary Public -Minnesota — My Commasion ExPres Jan 31 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 16, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to Rezone 8.9 acres from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Proposal: Plan Review with Variances for the construction of a senior housing facility; and Conditional Use Permit to allow development within the Bluff Creek Overlay District Applicant: Community Asset Development Group Property North of Pioneer Trail and west of Bluff Creek Boulevard 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/2013-08. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saliaff(a)ci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feel 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 vole of the City Council except rezonings and land use amendments from residential to commercial/Industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included In the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 16, 2013 at 7:00 P.M. This hearing may not start until later in the evening,dependlnc on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to Rezone 8.9 acres from Agricultural Estate District (A-2) to Mixed Medium Density Residential District (R-8); Site Proposal: Plan Review with Variances for the construction of a senior housing facility; and Conditional Use Permit to allow development within the Bluff Creek Overlay District Applicant: Community Asset Development Group Property North of Pioneer Trail and west of Bluff Creek Boulevard 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 proj2ct. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-08. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saliaff cDci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, She 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/Indusldal. • 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 lake 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 headrig, 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 Plannino Staff person named on the notification. 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3 CHANHASSEN MN 55317-4659 JUSTIN M GIVEN 1840 FREEDOM LN #204 CHANHASSEN MN 55317-4769 KARA JEAN HANRAHAN 9696 WASHINGTON BLVD CHANHASSEN MN 553174613 KERRI D RONNING 1840 FREEDOM LN #203 CHANHASSEN MN 55317-4769 LIBERTY ON BLUFF CREEK MASTER 7615 SMETANA LN SUITE 180 EDEN PRAIRIE MN 55344-4702 MARC RAKOTOMALALA 9660 WASHINGTON BLVD #1 CHANHASSEN MN 553174657 MATTHEW A HORNADAY 33 E CAMINO REAL APT 314 BOCA RATON FL 33432-6152 MYRON J & KARYL A MUEHLBAUER 2698 SHADOW WOOD CT CHASKA MN 55318-1106 de Repliez a la hachure a11n de cha mment r6vdler le rebord Pop•upw JESSEJOHNSON 9649 INDEPENDENCE CIR CHANHASSEN MN 55317-4653 JOHN H ZUCK JR 2665 SHADOW WOOD CT CHASKA MN 55318-1107 JOSEPH W & CARRIE DORN 1833 FREEDOM LN CHANHASSEN MN 55317-4556 K HOVNANIAN LIBERTY ON BLUFF C 12701 WHITEWATER DR STE 120 HOPKINS MN 55343-4109 KEITH R & ANN M WYMAN 2674 SHADOW WOOD CT CHASKA MN 55318-1107 KEVIN H & KARLA J JOHNSON 2681 SHADOW WOOD CT CHASKA MN 55318-1107 LIBERTY ON BLUFF CREEK MASTER 7615 SMETANA LN #180 EDEN PRAIRIE MN 553444702 MARK D MINTER 9660 WASHINGTON BLVD # 2 CHANHASSEN MN 55317-9657 MAVONNE NELSON 1840 FREEDOM LN UNIT 202 CHANHASSEN MN 55317-4663 NANCY L BIBER 1813 FREEDOM LN CHANHASSEN MN 55317-4556 wwwaverycom 1-800-GO-AVERY Use Avery® Template 51604D OLEKSANDR ZOZULYA 9660 WASHINGTON BLVD #3 CHANHASSEN MN 553174657 PAULBARTH 9630 INDEPENDENCE CIR # 103 CHANHASSEN MN 55317-4693 PAULA ANN GIOVANNETTI 9630 INDEPENDENCE CIR 4106 CHANHASSEN MN 55317-4693 ROBERT C & LIBBY FAIRCHILD 2678 SHADOW WOOD CT CHASKA MN 55318-1107 ROBERT JR & PATRICIA THEIRAULT 15516 CANYON RDG EDEN PRAIRIE MN 55347-1404 SALIM KATHAWALLA 14583 BOULDER POINT RD EDEN PRAIRIE MN 55347-2437 SHARON A STEVENS 9640 WASHINGTON BLVD #1 CHANHASSEN MN 55317-4659 STEEN C & LINDA L JACOBSEN 2737 SHADOW WOOD CT CHASKA MN 55318-1105 TERRA L SAXE 9692 WASHINGTON BLVD CHANHASSEN MN 55317-4613 TODD & MARGARET MEISSNER 2733 SHADOW WOOD CT CHASKA MN 55318-1105 perm mmig une m 1 Feed Paper expose Pop-up Edge- � PADAM SINGH SAINI 39430 CIVIC CENTER DR APT 411 FREMONT CA 94538-6708 PAUL R & LINDA M DEROCHER 2686 SHADOW WOOD CT CHASKA MN 55318-1106 RHONDA SUE ANDERSON 2689 SHADOW WOOD CT CHASKA MN 55318-1106 ROBERT CHARLES JEWELL 9630 INDEPENDENCE CIR #102 CHANHASSEN MN 55317-4693 ROSS D & ROBYN E JOHNSON 9684 WASHINGTON BLVD CHANHASSEN MN 55317-4613 SANDRA K FAGAN 1840 FREEDOM LN #104 CHANHASSEN MN 553174663 SPENCER T & JILL R COWAN 2714 SHADOWWOOD CT CHASKA MN 55318-1106 STEPHEN W & SALLY A CLARK 617 TUPELO WAY CHASKA MN 55318-1885 THE RYLAND GROUP INC 7599 ANAGRAM DR EDEN PRAIRIE MN 55344-7399 WESLEY & LORRAINE V KAHLER 1840 FREEDOM LN #101 CHANHASSEN MN 55317-4663 1J AVERY® s16o® ; PAMELA ARLENE SCHWARTZBAUER 9680 WASHINGTON BLVD #3 CHANHASSEN MN 55317-4654 PAUL S KARNO 2682 SHADOW WOOD CT CHASKA MN 55318-1106 RICHARD H & MICHELE J IMDIEKE 2710 SHADOW WOOD CT CHASKA MN 55318-1106 ROBERT J & PEGGY S JASKOLSKI 9630 INDEPENDENCE CIR #105 CHANHASSEN MN 553174693 ROY NEES 1840 FREEDOM LN # 105 CHANHASSEN MN 55317-4663 SAULI J PIENINIEMI 9665 INDEPENDENCE CIR CHANHASSEN MN 55317-4653 STATE OF MINNESOTA - DOT 1500 W COUNTY ROAD B2 ROSEVILLE MN 55113-3174 STEVEN & LYNN WACHTER 1825 FREEDOM LN CHANHASSEN MN 55317-4556 THOMAS & JANINE FUEHRER 2725 SHADOW WOOD CT CHASKA MN 55318-1106 DAVE POKORNEY-COMMUNITY ASSET DEVELOPMENT GROUP 1403 VALLEY VIEW ROAD CHASKA MN 55318 Etiquettes faciles 4 peter i s de Repllez A la hachure afln de ; www.avery.com Utilisez le gabarit AVERY® 5160® chaarrghement r6v6ler le rebord Pop•upw 1-800-GO-AVERY ZONING LETTER REQUEST UNIFORM LAND USE CONFIRMATION FORM Subject Property: Addresses: 1850 Pioneer Trail APN: 25.0270410 Legal Descriptions: See attached Exhibit A A. Requested by and Return to via e-mail or hard copy via mail: Attn: Kiley Cermak FIRST AMERICAN TITLE 121 S 8th Street, Suite 1250 Minneapolis, MN 55402 Our File No.: NCS-10389581-MPLS Phone: 612-305-2041 Fax:714-689-7109 E-mail: kcermak@firstam.com B. The current use of the Subject Property is: Assisted Senior Housing C. Proposed future use: Assisted Senior Housing Please provide the following information: 1. The Subject Property is designated in the Plan as: 2. The current zoning classification for the Subject Property is: ?max Mel tn L) e q�iI g 0 i J1 c 6 f-L 3. There [ re are no ] applications filed for the Property (e.g., zoning, subdivision, special use permit, conditional use permit, variance site plan approval, etc.)*. 4. The use of the Property as described in paragraphs B, above, is: a. Permitted* No b. Conditional* Yes No c. Nonconforming* Yes No d. Parking: Yes No (Is the current number of parking spaces in compliance with the current zoning requirements?) First American Title File No.: NCS-1038958-1-MPLS 5. The proposed use as described in Paragra h C, above, is: a. Permitted* Yes, No e. Conditional* Yes No f. Nonconforming* Yes No g. Parking: Yes No (Is the current number of parking spaces in compliance with the current zoning requirements?) ye1 s 6. There are records in the City files of unsatisfied zoning violation(s� Yes 11 No 7 Variances have been granted for the Property.* Yes No M Flood Insurance Rate Map (FIRM)* Property Appears to be in zone(s) _ Community Panel No. Yes No IbEe, o#q Dated: 9. Are the buildings and improvements in compliance with the above mentioned Ordinance/Comprehensive Plan and applicable ordinances and regulations, including without limitati ubdivision, building, environmental and energy codes and regulations*: Yes No 10. The sub'ect property can be conveyed without the filing of a plat, or re -plat of the land. Yes No *For additional comments please use section 11 "Comments'. 11. Comments: 12. This information was researched by the undersigned, on request, as a public service. The undersigned certifies that the above information in paragraphs 1-11 are believed to be accurate based on or relating to the information supplied in paragraphs A, B, and C; however, neither the undersigned nor the City assumes liability for errors and omissions. All information was obtained from public records which may be inspected during regular business hours. Signat r Title Date First American Title File No.: NCS-1038958-1-MPLS Exhibit A That part of the Southwest Quarter of the Northeast Quarter and the Northwest Quarter of the Southeast Quarter of Section 27, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the southeast corner of the said Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of North 00'28'53" West, along the east line of said Southwest Quarter of the Northeast Quarter, a distance of 528.00 feet; thence on a bearing of South 89'31'07" West, a distance of 617.10 feet; thence on a bearing of South 00"28'53" East, parallel with said east line of the Southwest Quarter of the Northeast Quarter, a distance of 665.28 feet; thence on a bearing of South 80'28'53" East, a distance of 626.58 feet (620.50 deeded), to the east line of said Northwest Quarter of the Southeast Quarter; thence on a bearing of North 00°28'16" West, along the said east line of the Northwest Quarter of the Southeast Quarter, a distance of 246.08 feet to the point of beginning. Except the North 306.00 feet thereof. Except that part shown as Parcel 58B on Minnesota Department of Transportation Right -of -Way Plats Numbered 10-20 and 10-21 as the same are on file and of record in the office of the County Recorder in and for Carver County, Minnesota. [Abstract Property] First American Title File No.: NCS-1038958-1-MPLS p t ! � 7 | CITY OF CF. P O BOX 14 CHANHASSEn 12/30/202C Receipt Nc CLERK: kilt PAYEE: Fi 121 South Suite 125C Minneapoli 1850 PionE Zoning Let Total Cash Check Change First American Title Insurance Company National Commercial Services 121 South 81h Street, Suite 1250, Minneapolis, MN 55402-2504 (612) 305-2000 - Fax (714) 689-7109 Kiley Cermak Commercial Escrow Assistant Via Federal Express November 18, 2020 City of Chanhassen 7700 Market Road P.O. Box 147 Chanhassen, MN 55317 RE: Request for Zoning Letter; Our File Nos. NCS-1038958-1-MPLS Property Addresses: 1850 Pioneer Trail To Whom It May Concern: Direct Phone Number:)612) 305-2041 We are requesting an updated Zoning Verification Letter for the above referenced property. We have enclosed a Zoning Letter Request Form containing the property information and setting forth the information we will require. Enclosed is a check in the amount of $25.00 representing the letter fee. Please forward the Zoning Verification Letter to First American and my attention as soon as possible. If you have any questions, please contact me at (612) 305-2041 or by email at kcermak@firstam.com. Thank you for your assistance on this request. Sincerely, First American Title Insurance Company Kiley Cermak 04 Commercial Escrow Assistant