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2015-03-03 CC Packet
REGULAR MEETING RECESSED MEETING i 1 1 a t e r 1NE OIRTNELACE OF MIMNESOTA REVISED AGENDA CITY COUNCIL MEETING Council Chambers, 216 Fourth Street North March 3, 2015 4:30 P.M. 7:00 P.M. 4:30 P.M. AGENDA I. CALL TO ORDER II. ROLL CALL III. OTHER BUSINESS 1. Annual report of CVB IV. STAFF REPORTS 2. Police Chief — "Food for Fines" with Valley Outreach (Resolution — Roll Call) 3. Fire Chief 4. City Clerk 5. Community Development Dir. 6. Public Works Dir. 7. Finance Director 8. City Attorney 9. City Administrator 7:00 P.M. AGENDA V. CALL TO ORDER VI. ROLL CALL VII. PLEDGE OF ALLEGIANCE VIII. APPROVAL OF MINUTES 10. Possible approval of February 17, 2015 regular and executive session meeting minutes IX. PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS X. OPEN FORUM The Open Forum is a portion of the Council meeting to address Council on subjects which are not a part of the meeting agenda. The Council may take action or reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to 5 minutes or less. XI. CONSENT AGENDA (ROLL CALL) all items listed under the consent agenda are considered to be routine by the city council and will be enacted by one motion. There will be no separate discussion on these items unless a council member or citizen so requests, in which event, the items will be removed from the consent agenda and considered separately. 11. Resolution 2015-039, directing payment of bills 12. Resolution 2015-040, approval of consumption & display permit (liquor) for The Loft at Studio J LLC; dba: The Loft at Studio J 13. Possible approval to purchase Zamboni 546 — Capital Outlay — Rec Center 14. Resolution 2015-041, approval of Agreement with RES Specialty Pyrotechnics for July 4, 2015 fireworks 15. Possible approval to purchase Parking Enforcement Vehicle — Police 16. Resolution 2015-042, a resolution supporting dedicated state funding for city streets 17. Resolution 2015-043, approval of cleaning contract with Dan Clark MI. PUBLIC HEARINGS - OUT OF RESPECT FOR OTHERS IN ATTENDANCE, PLEASE LIMIT YOUR COMMENTS TO 10 MINUTES OR LESS. 18. Case No. SUB/2014-39. This is the date and time for a public hearing to consider a request by Thad Rich of Richlind to approve a 8 lot residential preliminary plat, rezoning to RA, One -Family Residential and a setback variance, all for property' located at 13310 Boutwell Road North. Notices were mailed to affected property owners and published in the Stillwater Gazette on January 2, 2015 (tabled from February 3, 2015 meeting) (2 Resolutions — Roll Call). XIII. UNFINISHED BUSINESS 19. Possible approval of Bridgeview Park Master Plan 20. Possible approval of the special event and contract for the 2015 Log Jam (Resolution — Roll Call) XIV. NEW BUSINESS 21. Possible approval of feasibility report and calling for hearing for the Stillwater/Oak Park Heights Street Project — Orleans Street, Project — Project No. 2014-03a (Resolution — Roll Call) 22. Consider Parking Commission recommendation for funding the parking lot budget deficit 23. Possible approval of a re -subdivision to accommodate a free-standing Dairy Queen on the Valley Ridge Shopping Center property (Resolution — Roll Call). XV. PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS (CONTINUED) XVI. COMMUNICATIONS/REQUESTS XVII. COUNCIL REQUEST ITEMS XVIII. STAFF REPORTS (CONTINUED) XIX. ADJOURNMENT BIRTHPLACE OF MINNESOTA Stillwater/Oak Park Heihts Convention & Visitor Bureau The MISSION of the Stillwater and Oak Park Heights Convention & Visitor Bureau is to increase the economic benefit of tourism with an emphasis on overnight stays. piortirdOrra =D I S C O V E R� STILL 'ATER R IRTHYLACE OF MINN ESOTA 2008-2014 LODGING TAXES COLLECTED Lodging Tax Income 2008 2009 2010 2011 2012 2013 ' 2014 AVE First Quarter Stillwater Oak Park H 23,670 $ 4,316 27,986 Second Quarter Stillwater S Oak Park H S Third Quarter Stillwater $ Oak Park H $ Fourth Quarter Stillwater Oak Prk H Total for the year 25,052 $ 20,852 $ 24,920 5 27,039 5 25,091 $ 29,421 S 3,910 $ 5,520 S 4,548 5 5,071 S 4,853 S 24,762 $ 30,440 S 31,587 5 30,162 S 34,274 S 29,879 4,893 29,945 41,572 S 33,054 7,199 48,771 36,407 $ 36,131 7,371 $ 6,307 S 7,855 $ 40,425 $ 42,714 5 43,986 38,442 $ 42,815 S 45,518 $ 8,860 $ 8,987 $ 51,675 $ 54,505 $ 46,870 7,574 46,016 55,764 S 41,929 $ 48,220 S 53,376 $ 52,554 S 59,423 S 3,273 S 8,787 $ 9,757 $ 11,021 $ 10,191 $ 11,228 S 59,037 S 50,716 $ 57,977 S 64,397 S 62,745 $ 70,651 S 31,427 6,499 $ 37,926 S $ 173,720 24,282 $ 4,919 S 29,201 S 20,164 $ 6,045 $ 26,209 $ 28,778 $ 6,560 $ 35,338 5 $ 150,287 $ 151,662 $ 174,161 32,024 S 6,383 S 38,407 5 33,410 6,629 40,039 61,787 62,712 5 34,520I $ 178,755 $ 192,527 $173,982 a1 ram- -D ISCOVER= • Consistent increase in revenue since inception of CVB. • 3rd Quarter 2014 highest on record. •2014 projections at least a 25% increase from 2013. The highest increase ever. STILLWGTER BIRTH PLACE OF M I MN ESOTA STILLWATER COMMUNITY PARTNER • Sponsored 15 events in 2014 providing over $46,000 to support local organizations and help attract tourists to Stillwater. 43. STILLWANF4ETEROTA RIRTMYLACE RAN _2:12 C ® 0 ta Stillwater Celebrates Its Annual Harvest Festival Iual Stillwater Harvest Fe 1,200,000 1,000,000 800,000 600,000 400,000 200,000 0 www.DiscoverStillwater.com Google Analytics —Page Views 340,966 2011 piortirdOrra fikt- 1,,194 705,455 557,311 2012 2013 2014 STILL 'ATER R IRTHYLACE OF MINN ESOTA 300,000 250,000 200,000 150,000 www.DiscoverStillwater.com Google Analytics - Visitors / 205,569 51% rilltir 100,000 60,530 731, 135 135731 Users (Unique Visitors) 83,511 49 130,198 182,698 272.952 Sessions (Total Visitors) 2011 2012 2013 2014 STILLWATERNOTAIRTHYLACE OF MIN ES 140000 120000 100000 80000 60000 40000 20000 8 'r ►:►ram §0\r��R STILLWATERNOTAIRTHYLACE OF MINES www.DiscoverStillwater.com Google Analytics Tieblryscpstion Page4iewsby ■ 2014 ■ 2013 126220 67831 Je��� � Oo 'SsSy 58048 i 44900 38847 32373 1 og 147. 25304 11984 9769 AN MN 8703 6310 5610 www.DiscoverStillwater.com Google Analytics —Things to Do Winter Wonderland Art/Music Biking/Hiking Nearby Food Lovers GirlFriend Getaway Walking Tour Outdoor Adventures Historic Sightseeing Family Fun romantic escapes Winery/Brewery 2014 (lip2386 03454 766 04835 5425 06391 488 06796 N 987 010485 Iiiog 15196 0 2000 4000 6000 8000 10000 12000 14000 16000 STILLWATERNOTAIRTHYLACE OF MIN ES Stillwater Convention & Visitor Bureau Annual Report 2014 1/15/2014 Page 1 DISCOVER STILLWATER WEBSITE Tt r IairHipf 'ce rr71gsoI47 DISCOVER STILLW A TPP �►r erww wir,rie d auf Fr an.._ u AO ri o r'L-0 "y JP, MOE LOChatJII0 ©ININO R NIGHT LFE dWPP1NO d CPUIPZ IE 7700E 'NeOOrLSO S.-_ ABOUT 111LLIALIRTER PHOTO& MEM DEALS WHAF"S New Calendar Software All Venues DISCOVER THE FUN DISCOVER THE HISTORY DISCOVER THE RIVER RIRTHPLAt-E OE MINNE$OTA EVEMTI AT1184CTIONt THINGS TO DO Stillwater... the 1846 Birthplace of Minnesota located on the scenic St Croix Rived A place where paddleboats. riverboats and gondolas glide the waters, and unique shopping, dining, lodging and entertainment are yours wrapped inside this quaint and charming river town where time stands still. Enjoy all tour seasons In Stillwater... The robust colors of tine bluffs in the Fall. Winter days showcasing holiday shopping & tours, spring rowers blooming In our many parks far scenic vlewlnq and warn Summer air welcoming outdoor art fairs sidewalk cares, festivals and fireworks. Yes. _welcome to tea *Grin Stillwater minutes from downtown Minneapolis. and SE Paul or lust over the Lift Bridge from Wisconsin Our bed and breakfasts, historic Inns and many contemporary hotels await your visit We know you will be coming back again and again to the place where It all began Enjoy your stay! -Swlwarer/oak Para Heights Convention and Wsltors Bureau n it expLaee uINNPGf1T& Blog, Twitter & FB feed, In the news, newsletter archive About Stillwater Page Directions & Pariin Request a Visitors Guide Request Travel Tips E-News *STAY"—NEXTRADAY it prig Check out our COOL DEALS SE 1E.t.WA'E 1-( MEIN 'The 'Birthplace of Minnesota DISCOVER STILL ATER your gateway to the St. Croix-Valey Hornepage Lodging Attractions Dining Shopping What's New About Stillwater IPEC4&.l EVENTS III STORY d HERITAGE CULINARY NATURE A RECREATION VISUAL ART 5 MU MC KTl $ FREE MORE Aamodts Apple Farm Fall Fun Presented by Aamodts Apple Farm at Aamodts Apple Farm . Stliwater September 1 - October 31, 2014 Aamodt s Apple Farm Peak Fa* Season Activities may Ir.lucie hay wagon rides, honeycrisp express kris train. hay bale mazeapple pocking ;while supplies last). apple goods shop ar, apple barn, and John Deere tractor trikes. Vass based or harvest tread more ...) Ltve filth Mtrrlc Tam Da II at Cisariee's Irish Pub Presented ay *Met St eel teal, Chartres mold Pub et Charnel Iran Pub 10/24/14 - 10/25/14 Learn to Kra Weekends Presented by Darn Knd enykarr at Clara Knit Anyway 09/14/14 - 10/24,14 Otat Pfesiardtan by Come at Crocus Hal at Cooks cat Caucus Iitll 10/24/14 All Treats, No Tricks Presentca CraCuz 7111-421., sore Par anor maI Inv estigatdans1 Techniques Ile Theories 4=11 lCgan Caunty .t7rtraa0 ScC)G.tr at ra s HaL11e 1; I; 7Sf11t Find an Event Search ay Keyways_ or yerue Search rrf date. ?7tw Zero' cute ,a -se Adis-:ec :et _ 112t 7t4 * SUBMIT A LISTING Click here for events . v r in Stillwater MN . MOM Tie Will a Scenic St . Crell liver MN Tilley STILLWATER VISITOR GUIDEBOOK DISCOVER STILLWATER Mc ` 11' 0p1 ce of 'n1ii to ota. • EVENTS CALENDAR • LODGING i• - • ATTRACTIONS • RESTAURANTS STILLAJ[H R IRTHPLACE OF M7NNE$OTA • Distribute 55,000 annually. Ran out in November so ordering 2K more. • MN & WI Travel Info Centers, Local Businesses, MOA, Airport, visitor requests, bridal fairs, meeting planner fam tours, group travel companies, etc. • Downtown businesses • Available Online — 6300 view • 2015 New Changes T. 11,k 4afalL Nal..I .1..4a DM +.•.— s1L `�• is _ u. .eLs, ,__lr r..1 �la. ra a la •....._ • "�` • . m..-q. ...._. :'W. I am lima aaartilaHla .r a all a area ! ,,,i'ul.j.rnat.":71: rm. havha -=a ` I CCOVE4_---~ 4i 4" STILLWATER .a .r.rNM..a I.DDGIro alb tl� `i. THInGr TO DD REJTRURRRTI H1ITORIC SPUME TOUR www. D isc eve r St II wale rc on GATEWAY I BROWN'S CREEK VATS SNAILS C 04.00 • aar 0 M.P. nal Sell,+arter BIKE FROM - o owe Niri/rpLacr 4 ; ii 47V401u TO THE-�t St P4.11 W C 44 ptitimJchia' W+E,L/C/OME TO �Se fitiedET. THE BIRTHPLACE OF MINNESOTA. DISCOVER THE FUN. DISCOVER THE HISTORY. DISCOVER THE RIVER. :saarmnu rmIola/sr nrrecWT. -=ar r`.:e ir-...:r, nr4 W". mom.aa Irmanamiocialerainkett fine Ron Claw agar Lr.ftan,mat ,nrah ak,rfd Tnrrrmr+r.a rE1laTawtran End a akadawa nfrrtwwrnand iriit i &p,. aarrrarma-ar,ad _T'PIR SaaTarma6 frail +.r erntip a4=a a..n Aar in drw..rar hull.,, ar: ,ixar r<.wn. Ina l.rx,a art tesAviv kir aprawaral vr.rn n r.r dm. krrmtrilaMELMAI.am N lmn,. rin..r rror d.ruu,r 'Starr,. delveinnK \Way axl human r,rrir Farm arr marrard Ira& Paraato m'.ah Lviar a. amain. vrn r, I4i,mrr Ci&aarn Mrnr,c . Iur nvnvia4 total wlluwrn ipc Sin -we .s,magi, finp.,r .rid ,ha.' r Anne. R...I. Srrwdrm 4 rra?r. PrI1l,4fiw CONTENTS 4* rum bwo LODQXG Ititi NNW/ LIFE IC)I I Mr MAP- OLD CUT SECTION 3-1 4-T w DINING S MOONS 1941 PNOTO CONTEST 1441$ THINGS TO DO IS -TO WEDDINGS/HONEYMOONS 40-41 GROUPS/MEETINGS 47•13 HISTORIC WALKING TOUR 44-49 EVENTS CALENDAR 01-SS Ls ..iS - .75. Ti i_L441s4, C,}.r MINX. 999999 KM rahtl TAMA FINE EMM &OIL rlamp r.iedvmry mair....S.sr kkriAe>Ir.ruirssd6p draonfOi.Jrikiswr•af aTrd:rw&a.a*btiaJi9.t- knf udredtiriwiasx HISTORIC WALKING TOUR 41O111 ilE adOlie affrzaur,T alrrs TM uar npLrwdy hamar rf eti POR red i : .ui. Sir,. . min.rr.r_` -_ r. lid molar' &di r`argadlagimim - WWW.CISTFLI.WATERJMLW /P€ NTOWNTDUPW W Ww.C1STILLwATERlM.L1S15cu11 1•.LToI1R 01010 PUBLIC RELATIONS U Sent 12 press releases to over 100 media outlets. Assist with media requests. 100s of ULocal, regional, and international attentio U Monthly newsletter. 12K, good open rate T im es.corn —@ I S C D STILL 'ATEA BIRTHPLACE OF M7NNE$OTA ..r i ....... M. _ati[[marer a3Qtte virile() 2 Log In Crva. Mann Upload INNESOT di Pierpaolo De Luca :deQTl"11J:��i�•i Fa TRAVEL+ LEISURE E B C •c tarTribune taste 2.24 PM 4 i DISCOVERSTILLWATER Cr ., TODAY'S VAR1EiY STILLATEH IRTHFLAFE OF M7NNE$OTA SOCIAL MEDIA .a:ate•r •W_, ,Dtea America's Pretties[ 'rooms Top 5 Midwest srna[lbrown Getaways STER BELOW FOR YOUR CHANCE TO $500 c Getaway package including lodging, dining, shopping and spa at be Histoltc Birthplace of Minnesota! U Started an Instagram and Twitter Account in April U Increased Facebook fans from 3K to 12,000 in 1 yr U Increased avg organic post reach from 300 to 1800 U Social media referrals to website are most engaged & referrals up 166% ..:.r. PHOTOGRAPHY CONTEST Ire a 1st Place $300 • •,oted b. CVB Board Congrars. Wendy Halverson' • - 3rd Place $100 Voted by CVB Board Congrats, Brennen Swanson' 2nd Place $200 Voted by CvB Board Congrats,Troy Schmidtl Popular Vote Stillwater Getaway 721Facebook Votes Congrats, Heidi Burns! -,41. PHOTOGRAPHY CONTEST Honorable Mention Congrats. MiihaelLund in 'r v. Honorable Mention Congrats, Mary Van Ort Kollanderl Honorable Mention 7U.•�c'hook Vvtrs 466, Congrats, Sue \runo! COMCAST SP:::TLIGHT ' ►�.1004 roar STillWATEROTA IIRTHPIA�CE OF NINNFS TV & RADIO You Winter Romantic Getaway in Stillwater Minnesota Holidays Biercycle REGIONS TO EXPLORE Maim 1LY F U II ADVENTURES ' ►0.§ ►"til Nr R1L DI SCOVE A= TRAVEL GUIDES rnI eMxPLINN@SOoRe YA STItIWATEROTA IIRTHPIA�CE OF NINNFS Ylsito 4 at 'ems P. ;O I S C O V E A= STill ATER IIRTNPLA�CE OF NINNFSOTA DIRECT MARKETING Women sress Women �rerrd�P For 29 years, the Mir organizations with tt Your advertising in tl that is socially consc readers are decision And —they look to the Invite them to do bu; 800-450-7247 it � �! L' { (. VALA (.(1,4.L-yf kor L BRAINERD 5BAXTERI PLACE S.YAMP HERE N ' �eo1a ",ate. PO. BOX 273t3 MINNEAPOLIS. MN 55427-G853 ROuurn the aq.;ne.3 „quad card •+� [omplato the amino requ.ea card IS Iwvrw.minnesoEsg.1aways.camftontact. w DISCO LR S 1'.ILLW,�'1 L ii.0 OM • N works Downtown 's.1 70th Cadres Hight Ouk $tI*1 o I 'tnEAr Log Jrtn, testy I{ft Oa Morn x.F>^f dk-- ;.ail. 114)11 6.• �� , 1.5 Nrs. NE sr Ractastur eouriqucs • Curinary Tours • WMorles •Art & Antiques WEDDINGS MARKET The Average Wedding brings 24,000 in economic impact to a community with 50% of that money spent on the venue. Stillwater is home to over 20 venues and seen as one of Minnesota's top wedding destinations. LAVENDER Wisconsin Gam ., PROGRESSIVE. ALTERNATIVE. the Aed, trot Weds III fair The Ultimate Wedding Planning Experience OutReach SOUTH CENTRAL WISCONSIN'S LGBT COMM UNITY CENTER To promote equality and quality of life for LGBT people. lir ■► =D I S O O V E R— STILL 'MATERNOTA EIRTHYLACE INES DISCOVER STILLWATER,- Be a par Get Married in the Flfs rota History. rc Birthplace of our state. dire et ei m,5,41'rez l • Over 20 Distinct Wedding Venues • Only Minutes kern the Twin Cities. • Guest Lodging & Romantic Mansions • Restaurants & Attractions MEETINGS MARKET Thank you for the wonderful FAM tour yesterday. It was really informative and fun. I LOVE the Idea Pad — can't wait to find some way to incorporate that into a work retreat. I also appreciated the trolley tour and the historical info we heard and sites we saw. Thanks so much for the invitation and for a wonderful tour of Stillwater. Tiffany, Conference & Events Manager, National Youth Leadership Council rnlnriescta meetings+events M'I MEETING PROFESSIONALS INTERNATIONAL STILL 'ATER EIRTHYLACE O€ MINNESOTA Linked in Professional Meeting Planners (Exc[usivc CInvitation {Discover a historic yet hip village with a ( Itinnesota twist located on the scenic 5t.Croix (['`fiver. You are qt vitea to discover a new destination for your business meetings & events. GROUP TRAVEL MARKET Lodging I Dining I Shopping I rbl Iiistorlc Sites I Wineries k tierOar.. 1(01121 pe few re nhe tn. Oa. oar, Wen trIne,vy. Aast mbwms au. Pan. ¶1 fe ,.tNr marlsraa.aaA.,...a .N d.N ¢ir su u, srllrme.f kniarru#aeex------------ DIMS telslursly breakfast hamt a mei& arlel Me hee pr.-amaged mar tun Fn yqa e�p see, tiara to k. L� rtted erpry o r d ads s p petal and IOU .... kAMelmm aiW uy.gandlla mar far sets 77211 the •""hlegrmn I^ Ms[.Nc mr gbatldla rnvn'ntle In ...heard Ganda. anginal Jai 0th.m:nd rhyme, elra ! rler rha thanks lh .11 MIS and rM ,1.. 0.¢r • ben. at a e a. dour Wpyspeea,lenaludng MCSp¢ War M•rmaa0. gra.ougt rha,tsm all SVIMuer ca:uanles Fran an dour many eateea Ikclutlly x rim fatal war mngl. roorv. ces uleck man Da at Dr 1 Illwae1.ccmrnxMf en: tape weak Mal, Strcee, en nhe Ne11N Iesebalp 1:pep., rpAerA lD& Cafe ar Rafters food a Spin.. AF.ew al, inlay free mia e rayle+ s a,d ena Ammer. fan. .0w Ian rM00 rnlsmrIh ED sloop slurhartat. m Futpry bulls, take the fa. rhae saves as the raamm. f rms. Inre dirvgnc� co...man . sellpuldul bste. sites Arelnas leer fall, Intlude a gar to narrox's Apple fare; Ipeoed xas larttnum ArvndaJL nrIGxe gnw•' rp barn baba and crahlbeere FI raal sma Is slanhern vane a piss pP w• uvm gaup easels, nA of s.n..ines on tn.lt dck {narhr grsurtingM wenpabng Ins,tanblslowsone Near pflaan Stsmt bad horn feanrmq smut danleg pp:wns. the p, aF c I weans., Is in. a barrzr nnae oena, �qpp m nallndy nn,.nga, ms bea,Nultwm Kelt STillWATEROTA IIRTHPLA�CE OF NINNRS dlscoverstlllwater.cor Cone lour Has urde Sty rrr. teen daily ;Rey rfrl. Ll--inter ax..a , ma& t.- •yawn=.al-rraa.s.r^a4Y.rmn d',,cafe -46 Yfir Fen An f't,SA ar WO. complete •lc.rram.. 16] Am.31101 d25 Nee. Street Eaa1 wr'aAufsee.cae Cane Yil¢ I I F I:Mille-, I. Ia[* 41 inviting Amin Midwest's Group Travel Magazine ITINFM1ES disc clverst lIwater.cam `Chic Great Choices In Downtown Stillwater COOkS OF CROCUS flu •lunch, hunch, dinner •dame...= WMM= • cooking iemmstitlom • hands -DR cixidngexents mar are fd }ears, vane, raun aas ...., eso= Mg m A Aso 100, I0..,,' nnplac.a, 1. .kp s• aa_ aa e tlnbpbc al �natai l I the a nr a>_ inalx 1, to 00Sal.2 11s a n, sp .' satodn m use as a -hub am spddd m.p rM1e lean Ckles Enhance ycwr }tat to rM '.ell Mean our gun. cresrsed In vainnwnaOf n ands, As tire..rltle past Ie.W 1M. lgaaOp Mmnmaadow10Ime Street of stares, up Mae he Y`wet. waaroogas war, banrfq�rm yrmrga..vs admix IM press; as welt • lesmrx. Kends, a. togging stlulh specialty firss an r and .In1Aesse es gala . is Madgnp,asigimealeg, ana Arleue rs Far gra., Forh�ernepedema,bhe nrr Swedish emlebarm. tea. qm paddlewheel nrerbaar truly. sampN Q 2015 Marketing Plans ❑ Collaborate with partner organizations ❑Continue what works. Majority on digital. ❑ Explore Minnesota Co-Ops/Grants ❑ Off-season focus ❑ Digital, Social, SEO , retargeting, video ❑ Try new radio station ❑ New Minnesota Traveler TV show ❑ Retirees, Foodies, Winter Romantic, Biking, Skiing ❑ Improve brand consistency —D I S C D V E R RIRTHFLAFE OE MINNE$OTARR e The Minnesota Traveler The Minnesota Traveler Alone we can do so little. Together we can do so much. N Helen Keller C V E R= STILLD 'ATER RIRTHFLAFE OF MINNE$OTA fe,e4acl always' wceoo#01 Stillwater/Oak Park Heihts Convention & Visitor Bureau RESOLUTION 2015-039 DIRECTING THE PAYMENT OF BILLS BE IT RESOLVED, by the City Council of the City of Stillwater, Minnesota, that the bills set forth and itemized on Exhibit "A" totaling $1,110,977.78 are hereby approved for payment, and that checks be issued for the payment thereof. The complete list of bills (Exhibit "A") is on file in the office of the City Clerk and may be inspected upon request. Adopted by the Council this 3rd day of March, 2015. Ted Kozlowski, Mayor ATTEST: Diane F. Ward, City Clerk EXHIBIT "A" TO RESOLUTION #2015-039 Page 1 LIST OF BILLS Aspen Mills C & H Distributors LLC C. Hassis Snow Removal Carte Graph Systems Inc. CDW Government Inc. Century Power Equipment City of Woodbury Cole Papers Comcast Cummins NPower LLC ECM Publishers Fastenal Company Flexible Pipe Tool Co. G & K Services H&L Mesabi Hagen Mike IDC Auotmatic Innovative Office Solutions LLC International Association ITL Patch Co Inc Jefferson Fire and Safety Inc. Job Enterprises LLC Johnny's TV Inc. Kirvida Fire Inc. Kraus -Anderson Kuehn Michael League of MN Cities Linner Electric Co. Loffler Companies Inc. Mahtomedi High School Mansfield Oil Company Marshall Electric Company Mayo Clinic Health Solutions Menards M HSRC/Range Minnesota/Wisconsin Playground Office Depot Otis Elevator Company Papco Inc. Riedel) Shoes Inc. Section 4AA Sentry Systems Inc. Siegfried Constuction Company SRF Consulting Group St. Croix Boat and Packet Co. Uniforms - Sykes Shelf bins Snow removal CarteLite subscription renewal Computer equipment Equipment repair supplies 2015 SRT 2 members Janitorial supplies TV Internet & Voice Nelson street lift Publications Equipment repair supplies Equipment repair charges Mats Blades Reimburse for work boots Replaced cables on interior zamboni door Office supplies Membership Shoulder emblems Minor equipment Vacuum Replace mic jack & connect eq mixer Repairs Engine #1 & 7 Fire Hall Reimburse for work boots Safty & loss control workshops Garland on Main St Support Gate Split Hockey Fuel Nelson lift generator & other electrical labor Fitnes for Everybody - books Supplies Class fees Soccer nets Toner Elevator contract Equipment repair supplies Skates Gate Split Hockey Alarm monitoring S Lowell Park restrooms Barge terminal property master plan update Arena billing 575.79 191.08 150.00 11,599.00 1,074.20 222.22 4,018.76 542.58 582.42 3,166.31 1,082.35 381.02 2,949.95 160.92 894.00 160.00 171.82 78.81 259.00 293.35 727.18 1,990.00 120.00 1,596.72 53,064.02 160.00 40.00 750.00 330.00 4,577.00 16,778.87 8,997.00 497.84 1,511.61 792.00 1,107.34 142.94 752.22 199.54 40.08 3,668.00 131.17 44, 03 5.00 995.29 66,811.03 EXHIBIT "A" TO RESOLUTION #2015-039 Stillwater High School Stillwater Motor Company Summit Fire Protection Tessman Seed Co. St. Paul Toll Gas and Welding Supply Truck Utilities Inc. UPS USAble Life VariTech Force America Verizon Wireless Washington County Property Records Wolf Beth LIBRARY 3M Baker and Taylor Bertalmio Lynne Blackstone Audio Brodart Co Cengage Learning Demco Inc. ECM Publishers Master Mechanical Inc. Midwest Tape Overhead Door Company Quill Corporation Roper Toshiba Business Solutions Wilson Company FEBRUARY MANUALS League of MN Cities Thomson Reuters Waste Management Xcel Energy ADDENDUM Accurate Radar Specialists Atomic Architectural Sheet Metal Auto Nation Board of Water Commissioner Breth-Zenzen Fire Protection Cedar Ridge Landscaping Century Link Gate Split Hockey Auto service Annual fire sprinkler inspection Ice melt Cylinders Coil 2 spade Shipping charges Term Life Insurance Electric ball valve Cell phones Automark Maint Fee & Year end reports Reimburse for tablet cover Self Check updates Materials Staff Reimbursement Materials Materials Materials Processing supplies Job posting Building repair Materials Building repair General supplies Signage Maintenance Contract Lanyards MN Cities Stormwater Coalition Contribution Info Charges Garbage Certification Energy calibration of radar unit Fire Hall Vehicle repairs WAC Charges Fire Hall Fire Hall Phone Page 2 7,186.00 23.59 290.00 221.25 189.93 41.47 49.25 432.00 210.80 1,739.11 2,320.00 24.46 11,205.00 370.23 130.52 131.98 1,205.16 27.96 134.91 54.90 1,011.32 142.72 940.45 32.47 608.30 52.28 552.00 760.00 108.11 65,047.56 18,886.27 390.00 32,110.00 46.01 2,871.00 5,156.52 8,690.12 39.57 EXHIBIT "A" TO RESOLUTION #2015-039 Page 3 Chappell Central Inc Fire Hall 102,949.12 Clark Dan Custodial services 1,057.50 County Materials Fire Hall 3,006.75 Crosstown Masonry Inc Fire Hall 275,500.00 Dell Marketing L.P. Computer equipment 5,417.16 Delta Dental Plan of Minnesota AP COBRA 210.50 Fastenal Company Supplies 362.62 Glewwe Doors Fire Hall 22,970.07 International Code Council 2012 tabs 709.28 League of MN Cities Ins Tr Quarterly Municipality Insurance 70,846.00 Magnuson David Professional Services 7,370.83 Metropolitan Council Monthly SAC 4,920.30 Mulcahy Nickolaus Fire Hall 13,223.05 Multiple Concepts Interiors Fire Hall 72,090.75 My Alarm Center Alarm Monitoring Services 88.62 NAC Mechanical and Electrical Services Fire Hall 73,625.00 Newman Signs Supplies 67.88 SGO Roofing & Construction Fire Hall 18,427.15 Tekton Construction Company Fire Hall 4,447.90 Telemetry and Process Controls Storm sewer repairs 3,570.40 WalMart Community Return 69.02 Xcel Energy Energy 28,246.23 TOTAL 1,110,977.78 Adopted by the City Council this 3rd Day of March, 2015 RESOLUTION 2014-043 APPROVAL OF CLEANING CONTRACT WITH DAN CLARK BE IT RESOLVED, by the City Council of Stillwater, MN that Cleaning Contract between Dan Clark and the City of Stillwater, as on file with the City Clerk, is hereby approved. BE IT FURTHER RESOLVED, that the Stillwater City Council authorizes the Mayor and City Clerk to sign the contract on the City's behalf. Adopted by the City Council of the City of Stillwater this 3rd day of March, 2015. Ted Kozlowski, Mayor ATTEST: Diane F. Ward, City Clerk CLEANING SERVICES CONTRACT THIS CONTRACT, is made this 3rd day of March, 2015, between the City of Stillwater, a Home Rule Charter City of the third class, existing under the laws of the State of Minnesota, with offices at 216 North Fourth Street, Stillwater, Minnesota 55082, ("City"), and Dan Clark ("Clark"). RECITALS The City desires to retain the services of Clark to provide cleaning services for Stillwater City Hall and Public Works Building. Clark agrees to perform these services for the City under the terms and conditions set forth in this Contract. In consideration of the mutual promises set forth herein, it is agreed between the City and Clark as follows: SECTION I. NATURE OF WORK Clark will perform cleaning, sweeping and maintenance services for City Hall and Public Works Building within the scope of work described by the City Administrator. The methods of accomplishing the work will be determined by Clark and all tools of the trade will be supplied by Clark. SECTION II. COMPENSATION 1. City will pay Clark on a bi-monthly basis in accordance with the schedule on the attached Exhibit "A." The ordinary and necessary business expenses incurred by Clark and attributable to the work will be reimbursed by the City provided that prior written approval is given by the City Administrator. 2. Clark shall submit an invoice to the City to receive payment for services. The invoice shall contain a description of the services rendered including the dates and hours the work was performed. The City shall pay Clark within seven (7) days from the date of the next regularly scheduled City Council meeting after the invoice is submitted to the City. SECTION III. STATUS OF CLARK This Contract calls for the performance of the services of Clark as an independent contractor and Clark will not be considered an employee of the City for any purpose. Page 1 SECTION IV. WORK STANDARDS Clark will control the conduct and means of performing the work and will perform all services required under this Contract in a manner consistent with generally accepted procedures. SECTION V. INDEMNIFICATION Any and all claims that arise or may arise against Clark, its agents, servants or employees as a consequence of any act or omission on the part of Clark or its agents, servants or employees while engaged in the performance of this Contract shall in no way be the obligation or responsibility of the City. Clark shall indemnify, hold harmless and defend the City, its officers and employees against any and all liability, loss, costs, damages, expenses, claims or actions, including attorney's fees, which the City, its officers or employees may hereafter sustain, incur or be required to pay, arising out of or by reason of any negligence or willful act or omission of Clark, its agents, servants or employees, in the execution, performance or failure to adequately perform Clark's obligations under this Contract. SECTION VI. TERMS TO BE EXCLUSIVE The entire Agreement between the parties with respect to the subject matter hereunder is contained in this Agreement. Except as herein expressly provided to the contrary, the provisions of this Agreement are for the benefit of the parties solely and not for the benefit of any other person, persons or legal entities. SECTION VII. WAIVER OR MODIFICATION INEFFECTIVE UNLESS IN WRITING No waiver, alteration or modification of any of the provisions of this Agreement will be binding unless in writing and signed by a duly authorized representative of both parties to this Agreement. SECTION VIII. NO ASSIGNMENT WITHOUT CONSENT Clark will not assign this Contract nor any of the rights and duties hereunder without the prior written consent of the City. SECTION IX. WRITTEN NOTICE All communications regarding this Agreement should be sent to Clark and the City at the addresses set forth above, unless notified to the contrary. Page 2 SECTION X. DURATION This Contract will be in effect from January 1, 2015 through December 31, 2015 and will be renewable on an annual basis upon mutual agreement by both parties. This agreement may be terminated by either party upon sixty (60) days written notice to terminate the agreement by the party. IN WITNESS WHEREOF, the parties set their hands this 3rd day of March, 2015. STATE OF MINNESOTA ) ss COUNTY OF WASHINGTON CITY OF STILLWATER, a Minnesota municipal corporation Ted Kozlowski, Mayor -- ATTEST: Diane F. Ward, Clerk Dan Clark On this day of March, 2015, before me, a Notary Public within and for said County, appeared Ted Kozlowski and Diane F. Ward, who, being by me duly sworn, did say that they are, respectively, the Mayor and City Clerk of the City of Stillwater, and that this instrument was signed and sealed in behalf of the City by authority of its City Council, and they acknowledged the said instrument was the free act and deed of the City. Notary Public STATE OF MINNESOTA ) ) ss COUNTY OF WASHINGTON ) The foregoing instrument was sworn to and subscribed before me this day of March, 2015, by Dan Clark. Notary Public Page 3 EXHIBIT A Payment will be bi-monthly (2 times per month) at $1,015 (City Hall) and $250 (Public Works) per payment (approved at 1st & 3rd Council meeting every month) for the following: I. ESSENTIAL FUNCTIONS A. Maintain the cleanliness throughout City Hall and Public Works Building including, but not limited to: dusting, polishing, straightening furniture, vacuuming, sweeping, mopping, scrubbing floors and stairwells, stocking toiletries, cleaning bathrooms, etc. B. Notify Admin Department of repairs needed. C. Request supplies, materials and outside contracting work as needed. D. Lock doors, shut windows, turn off lights and secure building after cleaning to ensure building security. II. BATHROOMS A. Clean toilets, sinks, floors, mirrors, towel dispensers B. Empty trash C. Check supplies and refill as needed 1. Toilet paper 2. Hand soap 3. Towel dispenser 4. Sanitary seat covers D. Scour hard water deposits III. STAIRWELLS FRONT AND BACK (Weekly) A. Sweep B. Mop C. Dust railings IV. FLOORS & OFFICES A. Vacuum (Weekly) B. Mop (Weekly) C. Wax (once a year) V. WALLS A. Wipe down (every 6 months) Page 4 VI. LIGHT FIXTURES IN FRONT LOBBY A. Dust, remove bugs (Every 6 months) VII. ENTRY AND RECEPTION AREAS, COUNCIL CHAMBERS, CONFERENCE ROOMS, COMMON AREAS, OFFICES A. Ensure areas are presentable to the public B. Vacuum, sweep or mop all floors C. Wipe down and disinfect public counters, Council dias (Weekly) D. Clean glass on front doors and Police Department window E. Clean window sills F. Empty trash and recycling (keep separate) VIII. MOPPING A. All bathrooms (Weekly) B. Other areas as needed IX. MISCELLANEOUS A. Window sill (vacuum & wipe down) X. LUNCHROOM A. Sweep and mop floors B. Empty trash and recycling (keep separate) C. Wipe down table, counter top and appliances D. Clean window sills Page 5 STILLWATER TOWN BOARD MEETING February 12, 2015 Town Hall 7:00 P.M. PRESENT: Chairperson David Johnson, Supervisors Fred Brandt, Linda Countryman, Sheila -Marie Untiedt and Lee Busse, Clerk Kathy Schmoeckel, Attorney Soren Mattick, Engineer Paul Pearson, Planner Sherri Buss, Treasurer Marsha Olson and Chief of Police Steve Nelson. 1. AGENDA - M/S/P Countryman/Untiedt moved to adopt the agenda as amended. (5 ayes) 2. MINUTES - M/S/P Untiedt/Busse moved to approve the January 8, 2015 Stillwater Town Board Meeting minutes as amended. [on page 2, third paragraph, change "108 two-way trips" to "108 one-way trips"] (5 ayes) 3. ATTORNEY - a. Agreement with Newsletter Editor/Recycling Coordinator - Attorney Soren Mattick had amended this Agreement to add wording relating to work as recycling coordinator. M/S/P Untiedt/Countryman moved to authorize the Chair to sign the Agreement with Newsletter Editor/Recycling Coordinator. (5 ayes) b. Liability Coverage Waiver Form - M/S/P Untiedt/Brandt moved to authorize the Chair to sign the form to not waive the monetary limits on tort liability coverage through the League of Minnesota Cities. (5 ayes) 4. ENGINEER - a. 2015 Bituminous Road Maintenance Project Update - Engineer Paul Pearson gave an update. A request for bids has been sent out and they should be available for discussion at the March meeting. b. Victory Pass Street Signs - A street sign in the Victory Pass development has the wrong name. It should read "116th Circle North" rather than " 116th Street Circle North". Paul Pearson will contact the bank representative, R. Santanni, to coordinate the new signage and the clerk will contact the residents who are already residing on the street to notify them of the change. 5. TREASURER - a. Report given. b. Board of Audit - M/S/P Untiedt/Brandt moved to accept the year-end financial statement received from our Treasurer. (5 ayes) c. Levy - M/S/P Brandt/Countryman moved to recommend the levy as follows: General Fund $344,545 Road and Bridge $197,868 Capital Road and Bridge $235,000 $777,413 (5 ayes) Stillwater Town Board Mtg. — 2/12/15 Page 2 d. Checks and Claims — Checks and Claims #42658 though #42683 were approved for payment. 6. PLANNER — a. Raleigh AOP — Planner Sherri Buss gave an overview of the issues involved in the Raleigh Annual Operating Permit. On December 11, the Town Board approved their IUP. This AOP gets into more specific issues for the operations during 2015. The County has approved their CUP. The main issues are hauling routes and Saturday operations. Raleigh's projections of activity are expected to be at a lower level in the upcoming year than they were in 2014. Sherri Buss reviewed the number of anticipated trips and proposed activity for 2015. The County requires that all permits (watershed, MPCA, etc.) are current. The applicant failed to renew his MPCA permit in 2010. The permit must be renewed and a copy of the approved permit provided to the Township before mining operations start in 2015. Mike Raleigh read a letter he had written regarding his AOP and proposed changes to the conditions that staff proposed. This is an annual permit that will be reviewed again next year. M/S/P Untiedt/Brandt moved to approve the Raleigh AOP with the following conditions: 1. The applicant shall revise the plans for the North pit to show a 2020 projected mining limit that meets the setback requirements (100 feet from the site boundary), and to show the proposed stockpiles for 2015, and shall submit the revised plans to the Township by March 1, 2015, before the start of mining operations. 2. As a guideline, the mine operator should seek to operate so that the average number of haul trips during the 2015 mining season shall not exceed 108 one-way trips (54 round trips) to and from the mine per week day during the mining season. 3. As a guideline, the mine operator should seek to operate so that the maximum number of trips to and from the mine (one-way trips) shall not exceed 334 trips on any single day. 4. As a guideline, the mine operator should seek to use all authorized haul routes for hauling on weekdays: Stonebridge Trail, Otchipwe Avenue, Pawnee Avenue, and State Highways 95 and 96. 5. The use of the east haul road leading to 100th Street North is prohibited. Use of this road may be permitted on rare occasions provided the applicant obtains approval from the County Zoning Administrator and Stillwater Township. 6. As a guideline, the mine operator should seek to operate to limit the number of trips on Stonebridge Trail to an average of 76 per day when hauling is occurring, and a maximum number of 234 per day. 7. The maximum number of Saturday haul trips during the 2015 mining season shall be 100 round trips (200 one-way trips) per month. 8. The hours when all mining operations are permitted on Saturdays shall be limited to 8 a.m. to 2 p.m. 9. The mine operator shall not use Stonebridge Trail to haul material to or from the mine on Saturday, unless required for a local delivery on Stonebridge. 10. The mine operator shall keep accurate records of hauling that occurs on all hauling days including the number of trips and distribution among haul route Stillwater Town Board Mtg. — 2/12/15 Page 3 during the 2015 mining season, and provide the hauling records to the Town with the 2016 AOP application. 11. The applicant shall obtain the required MPCA Industrial Stormwater Permit or Nonmetallic Mine Permit before the start of mine operations in 2015, and shall provide a copy of the approved permit to the Township. 12. If the Town Board determines that traffic counts are needed, the Board may order video traffic counts at specific haul routes at the expense of the operator. 13. The Town shall have a public meeting by July to review the permit and compliance with the permit conditions. 14. The applicant shall pay all fees and escrow associated with the AOP application. (5 ayes) [Note: This motion was voted upon after receiving input from the People portion of the meeting.] Based on a request from the Board Chair, Mike Raleigh reviewed efforts he will take to discipline truck drivers to take the appropriate route. An effort should be made on a daily basis to distribute loads regardless of the number of loads on a given day. Mr. Raleigh was complimented on his efforts to come to a compromise on this issue and the residents were told have they been respectful and have brought forth a lot of useful information. b. MPCA MS4 Permit Update - The MPCA has informed the Township that it will not be classified as an MS4 community. The area that MPCA had determined in an "urban area" is now in the City of Stillwater and MPCA will work with them. c. Coordination with City Staff - Planner Sherri Buss has provided the City of Stillwater with current zoning permits in the Annexation Area. The City will be honoring the Township issued CUP's and COC's. 7. VALLEY GREEN - Rick Mealhouse with Valley Green was present to discuss his renewal contract for lawn care. M/S/P Brandt/Busse moved to authorize the Chair to sign the renewal contract. ayes) (5 8. CHIEF OF POLICE - a. Report given. There were 16 burning permits, one for buckthorn. There had been 119 permits issued in 2014. No dogs were impounded. 350 dog licenses have been issued so far. The City of Stillwater has agreed to honor the dog licenses in the annexed area until they expire. b. CUP Checks - Chief of Police Steve Nelson is working on his annual check on Township CUP's. 9. RESIDENT CONCERNS ABOUT RALEIGH AOP - Several residents were present to express concern about the Raleigh AOP. Jim Shafhauser hoped that the language regarding emergency use only on 100th Street be adopted. He had a brief video showing the problems with a truck using 100th Street. Diane Johnson talked about issues with using Stonebridge and the location of the mine pit. She urged the use of multiple haul routes. 108 haul routes should be the maximum number, not the average. Stillwater Town Board Mtg. — 2/12/15 Page 4 Jean Smith said that the County had stated they would not make decisions on haul routes, but they did decide not to use 100th Street. They did not follow their own procedures. David Johnson said that he understands they were just following language from pervious permits. The Township should be notified of future meeting regarding Raleigh mining operations. She would like some relief on Saturdays and opposes this vigorously. Other residents also expressed concerns. 10. STONEBRIDGE TRAIL — Sherri Buss will check with Washington County to see when the poor condition of Stonebridge Trail will be addressed. 11. MARCH TOWN BOARD MEETING — Since two Board members will be absent from the March 12th meeting, the regular Board meeting will be moved to March 26th. 12. CLERK — a. Annual Meeting Agenda — The agenda for the upcoming Annual Meeting was discussed and assignments were made for presentations. 13. COMMUNICATION COMMITTEE — Fred Brandt reported on the recent meeting and the upcoming newsletter and anticipated changes to the Park portion of the website. 14. BOUTWELL HOUSE — Brent Peterson, Washington County Historical Society, had discussed the possible demolition of this house with Sheila -Marie Untiedt. He will be asked to come to a future meeting to discuss this further with the Board. 15. SAC BROCHURES — Information about the SAC brochures will be posted on the website. 16. MEETING ATTENDANCE POLICY — The Clerk will send out information and agendas of meetings outside regular Town Board meetings. Supervisors can decide is attendance is warranted and see who is willing to attend. 17. ADJOURNMENT — The meeting was adjourned at 11:00 p.m. Clerk Chairperson Approved REGULAR MEETING RECESSED MEETING 11Nuter THE IIITH►LACE OF MIHHE//TA AGENDA CITY COUNCIL MEETING Council Chambers, 216 Fourth Street North March 3, 2015 4:30 P.M. 7:00 P.M. 4:30 P.M. AGENDA I. CALL TO ORDER II. ROLL CALL III. OTHER BUSINESS 1. Annual report of CVB IV. STAFF REPORTS 2. Police Chief — "Food for Fines" with Valley Outreach (Resolution — Roll Call) 3. Fire Chief 4. City Clerk 5. Community Development Dir. 6. Public Works Dir. 7. Finance Director 8. City Attorney 9. City Administrator 7:00 P.M. AGENDA V. CALL TO ORDER VI. ROLL CALL VII. PLEDGE OF ALLEGIANCE VIII. APPROVAL OF MINUTES 10. Possible approval of February 17, 2015 regular and executive session meeting minutes IX. PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS X. OPEN FORUM The Open Forum is a portion of the Council meeting to address Council on subjects which are not a part of the meeting agenda. The Council may take action or reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to 5 minutes or less. XI. CONSENT AGENDA (ROLL CALL) all items listed under the consent agenda are considered to be routine by the city council and will be enacted by one motion. There will be no separate discussion on these items unless a council member or citizen so requests, in which event, the items will be removed from the consent agenda and considered separately. 11. Resolution 2015-039, directing payment of bills 12. Resolution 2015-040, approval of consumption & display permit (liquor) for The Loft at Studio J LLC; dba: The Loft at Studio J 13. Possible approval to purchase Zamboni 546 — Capital Outlay — Rec Center 14. Resolution 2015-041, approval of Agreement with RES Specialty Pyrotechnics for July 4, 2015 fireworks 15. Possible approval to purchase Parking Enforcement Vehicle — Police 16. Resolution 2015-042, a resolution supporting dedicated state funding for city streets XII. PUBLIC HEARINGS - OUT OF RESPECT FOR OTHERS IN ATTENDANCE, PLEASE LIMIT YOUR COMMENTS TO 10 MINUTES OR LESS. 17. Case No. SUB/2014-39. This is the date and time for a public hearing to consider a request by Thad Rich of Richlind to approve a 8 lot residential preliminary plat, rezoning to RA, One -Family Residential and a setback variance, all for property' located at 13310 Boutwell Road North. Notices were mailed to affected property owners and published in the Stillwater Gazette on January 2, 2015 (tabled from February 3, 2015 meeting) (Resolution — Roll Call). XIII. UNFINISHED BUSINESS 18. Possible approval of Bridgeview Park Master Plan (Resolution - Roll Call) 19. Possible approval of the special event and contract for the 2015 Log Jam (Resolution — Roll Call) XIV. NEW BUSINESS 20. Possible approval of feasibility report and calling for hearing for the Stillwater/Oak Park Heights Street Project — Orleans Street, Project — Project No. 2014-03a (Resolution — Roll Call) 21. Consider Parking Commission recommendation for funding the parking lot budget deficit 22. Possible approval of a re -subdivision to accommodate a free-standing Dairy Queen on the Valley Ridge Shopping Center property (Resolution — Roll Call). XV. PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS (CONTINUED) XVI. COMMUNICATIONS/REQUESTS XVII. COUNCIL REQUEST ITEMS XVIII. STAFF REPORTS (CONTINUED) XIX. ADJOURNMENT Memorandum Date: February 25, 2015 To: Mayor and City Council Members Cc: Downtown Parking Commission; Bill Turnblad, Shawn Sanders From: Chief John Gannaway Subject: Food For Fines — March 2015 Several weeks ago Staff was approached by Traci Maki of Valley Outreach with a proposal where in lieu of paying fines for parking tickets, person(s) ticketed would have the option of paying the equivalent of the fine in non-perishable food items. After some discussion, the Downtown Parking Commission approved the proposal for the month of March. Here is how the program will work: For the month of March only, when a person receives a parking citation (downtown only), they will have the option of providing ten (10) non- perishable food items in lieu of paying the standard $15 fine. When someone receives a parking citation, they have ten days to pay the $15 fine, after that, the fine increases (a late fee). Persons wishing to donate food items in lieu of a fine have only that initial ten day window to pay the fine in food items. Flyers created by Valley Outreach that describe the initiative will be handed out with parking tickets. Staff recommends you adopt this program for the month of March in 2015. Diane Ward From: Dave Magnuson <dtmagnuson@magnusonlawfirm.com> Sent: Thursday, February 26, 2015 1:21 PM To: Diane Ward Cc: John Gannaway Subject: Parking Fines for Food Attachments: David T Magnuson.vcf You have asked whether it is permissible for the city to participate in a program with the operators of the local food shelf that would allow violators to provide a food donation to the food shelve in lieu of the payment of a fine to the city. The effect of this program, would be to provide a city grant to the food shelf in the amount of the fine revenue. I should mention, that in most instances, city donations to nonprofits are not permitted in Minnesota. City donations to a food shelf are an exception to that rule. MN Stat. Sec. 465.039 allows Home Rule Cities to annually appropriate unrestricted city funds to nonprofits that provide food to the needy without charge. Since the council has authority to make donations directly to the food shelf, it follows that a donation of the fine revenue in the form food is permitted. Please circulate this opinion to the city council and interested staff. Dave Magnuson Magnuson Law Firm (651) 439-5641 Fax (651) 439-9464 l.'Thrk (651) 492-0997 h;lobile (651) 439-6429 Home dtmagnuson ©magnusonlawfirm.corn 324 MAIN STREET SOUTH Stillwater, MN 55082 Ma gnus onLawFirm.corn 1 i 1 1 a t e r 1NE OIRTNFLACE OF MIMNESOTA CITY COUNCIL MEETING MINUTES February 17, 2015 REGULAR MEETING 7:00 P.M. Mayor Kozlowski called the meeting to order at 7:00 p.m. Present: Councilmembers Menikheim, Junker, Weidner, Polehna, Mayor Kozlowski Absent: None Staff present: Interim City Administrator/Public Works Director Sanders City Attorney Magnuson Community Development Director Turnblad Police Chief Gannaway Fire Chief Glaser Administration Secretary Manos PLEDGE OF ALLEGIANCE Mayor Kozlowski led the Council and audience in the Pledge of Allegiance. APPROVAL OF MINUTES Possible approval of minutes of February 3, 2015 regular and recessed meeting Motion by Councilmember Polehna, seconded by Councilmember Junker, to approve the February 3, 2015 regular and recessed meeting minutes. All in favor. PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS There were no petitions, individuals, delegations or commendations. OPEN FORUM Jim Herbert, 630 North Main Street, stated he has an interest in discussion of downtown parking. He will attend the Downtown Parking Commission meeting on Thursday. Community Development Director Turnblad added that last Friday, the Independent Business Association hosted a discussion of the proposed conversion of some downtown lots to pay parking. On March 19 and April 16, the Downtown Parking Commission will revisit the rate structure. The RFP for machinery will be discussed this Thursday, after which the Commission will bring proposals back to the Council. City Council Meeting February 17, 2015 STAFF REPORTS Community Development Director Turnblad provided an update on the Log Jam contract. It is progressing well and should be before the Council at the next meeting. CONSENT AGENDA Resolution 2015-034, directing payment of bills Resolution 2015-035, approval of the 2015 Ironman Race Special Event and Contract Resolution 2015-036, a resolution For VistaTek Loan Forgiveness Certificate Possible approval to purchase one computer for MIS department and one iPad for Administration Resolution 2015-037, approval of the 2015 Farmers Market Special Event and Contract Possible approval of CSO Vehicle- Police Motion by Councilmember Menikheim, seconded by Councilmember Weidner, to adopt the Consent Agenda. Ayes: Councilmembers Menikheim, Junker, Weidner, Polehna, Mayor Kozlowski Nays: None PUBLIC HEARINGS A public hearing to consider for improvements for work being done by the City of Oak Park Heights (Project 2014-03). Public Works Director Sanders explained the project and that the estimated cost of the improvements is $347,520. The area proposed to be assessed for the improvement is properties abutting Paris Avenue (from 62nd Street South), Panama Avenue (Orleans to 62nd Street), and 62nd Street (Panama Avenue to Paris Avenue). According to City Assessment Policy, reconstruction projects are assessed 70% to the affected property owners. This would be the properties on Panama Avenue and 62nd Street. Since Paris Avenue lies entirely within the City of Oak Park Heights, this portion would be charged 100% to Washington County. Storm sewer costs would be assessed based on contributing area. Preliminary estimates show that Oak Park Heights' contribution will be about 25% of the drainage area or $5,500; the remaining area would be assessed at 50% to the affected property owners, mainly Oak Park Elementary. The proposed schedule is: May -September 2015, Construction; October 2015, Assessment Hearing. Mayor Kozlowski opened the public hearing. There were no public comments. Mayor Kozlowski closed the public hearing. Motion by Councilmember Polehna, seconded by Councilmember Menikheim, to adopt Resolution 2015-038, ordering improvement and approving plans and specifications for the Stillwater Oak Park Heights Street Project (Project 2014-03). Ayes: Councilmembers Menikheim, Junker, Weidner, Polehna, Mayor Kozlowski Nays: None Page 2 of 6 City Council Meeting February 17, 2015 UNFINISHED BUSINESS Discussion of adding street to Oak Park Heights street project Public Works Director Sanders reported that Oak Park Heights has asked to add East Orleans/65th Street to the improvement project because they have some watermain to complete as part of the project. The estimated cost is $85,800 for half the road and that 70% or $60,000 would be assessed to the four property owners at $15,000 per property which are all are corner lots. He informed Council that because those seemed high, so he looked at other options for calculating the assessment. Other options are to assess the property owners at the old rate of 50%, or to assess them half of the new 70% rate - which would get assessments down to $7,500 per lot. The main question is, does the City want to deviate from the current assessment policy in order to subsidize the cost for property owners and get the work completed this year. Councilmember Weidner recused himself from the discussion. Councilmember Polehna expressed concern about setting a precedent by deviating from the assessment policy set a year ago. Mayor Kozlowski pointed out that doing the project this year would assist the City of Oak Park Heights, but if done next year, it would cost the property owners less. Councilmember Menikheim remarked that somewhere along the line, things got out of step and the City of Oak Park Heights shouldered some costs that assumed the City of Stillwater would go along with the addition. He does not see it as precedent -setting, but as accommodating a difficult situation and taking care of a neighbor at the same time and felt here is room for compromise. Public Works Director Sanders explained that back in 2013, the City of Stillwater indicated it would be willing to participate in the project, but did not formalize the commitment at that time. In all instances, projects are not be committed to the project until after the hearing and ordering the public improvement. Staff had been given the direction of to work with Oak Park Heights and figure something out. He continued by stating that he has talked to the school district and the county, providing them the approximate assessment of $130 per lineal foot, because he was not anticipating Orleans to be added onto the improvement. He stated that the City of Stillwater has always agreed that the project should be done, however the timeline was never set in stone. He stated that this street would probably be done next year anyway. Mayor Kozlowski suggested that homeowners should not pay more just because of the timing. He does not feel that deviates from the assessment policy. The amount paid would be consistent regardless of the assessment rate. Councilmember Polehna stated that right now, under current assessment policy, each homeowner would be assessed $15,000. If the City reverts back to the old 50/50 policy, the assessment would be around $10,000. But if the City of Stillwater ties this street into a larger project next year and stays with the current policy, the assessments would be around $7,500 and felt that this was logical. The street should wait until next year so as not to burden homeowners with the additional assessment cost. Councilmember Menikheim felt that Oak Park Heights should not be excluded from the decision. On a question by Mayor Kozlowski about costs to the City, Public Works Director Sanders clarified that under current policy, 70/30, the City's cost would be approximately $25,740. If assessments are set at $7,500 per lot, the City's cost would be roughly $55,000. If this street is Page 3 of 6 City Council Meeting February 17, 2015 done next year at a 70/30% assessment rate, he is not sure what the assessments would be. The City's cost would roughly be about $120,000. Councilmember Junker stated the bottom line is to be good neighbors, it would cost the homeowners and the City of Stillwater more money. It is unfortunate for Oak Park Heights if we wait till next year, but from the City's standpoint and residents' standpoint, to wait would be cheaper. City Attorney Magnuson informed the Council that a resolution ordering the feasibility study is needed if they want to proceed. This can be done with majority vote. But the Council cannot order the improvement without a 4/5 vote. Motion by Mayor Kozlowski, seconded by Councilmember Menikheim, to order a feasibility study on including the additional street in the improvement. After discussion, Mayor Kozlowski amended the motion to include the assessment rate of $7,500 per lot (35/65 split). Councilmember Menikheim rescinded his previous second and seconded this motion. Ayes: Councilmembers Menikheim, Junker, Mayor Kozlowski Nays: Councilmember Polehna Abstain: Councilmember Weidner Councilmember Polehna indicated he is having a hard time going along with telling residents that in order for the City to be a good neighbor, they will have to pay more. Councilmember Menikheim suggested inviting someone from Oak Park Heights to discuss the issue. Possible 2nd reading of Ordinance 1073, Electric Franchise Ordinance, Ordinance 1073A, Implementing an Electric Service Franchise Fee, Ordinance 1074, Gas Franchise Ordinance and Ordinance 1074A, Implementing a Gas Service Franchise Fee City Attorney Magnuson explained that by enacting the ordinance, the Council will preserve the flow of franchise fees into City coffers. There would not be any increase in franchise fees collected from consumers because they were set in 2003. The City would have to take separate action to increase those fees. Motion by Councilmember Weidner, seconded by Councilmember Polehna, to adopt Ordinance 1073, an ordinance granting to Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, permission to construct, operate, repair and maintain in the City of Stillwater, Minnesota, an electric distribution system and transmission lines, including necessary poles, lines, fixtures and appurtenances, for the furnishing of electric energy to the City, its inhabitants, and others, and to use the public grounds and public ways of the city for such purposes; Ordinance 1073A, an ordinance implementing an electric service franchise fee on Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, for providing electric service within the City of Stillwater; Ordinance 1074, an ordinance granting to Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, permission to erect a gas distribution system for the purposes of constructing, operating, repairing and maintaining in the City of Stillwater, Minnesota, the necessary gas pipes, mains and appurtenances for the transmission or distribution of Page 4 of 6 City Council Meeting February 17, 2015 gas to the city and its inhabitants and others and transmitting gas into and through the city and to use the public grounds and public ways of the city for such purposes; and Ordinance 1074A, an ordinance implementing a gas service franchise fee on Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, for providing gas service within the City of Stillwater. Ayes: Councilmembers Menikheim, Junker, Weidner, Polehna, Mayor Kozlowski Nays: None NEW BUSINESS There was no new business. COUNCIL REQUEST ITEMS There were no Council request items. ADJOURNMENT TO EXECUTIVE SESSION TO DISCUSS LABOR RELATIONS Mayor Kozlowski adjourned the meeting at 7:49 p.m. to executive session. Ted Kozlowski, Mayor ATTEST: Shawn Sanders, Interim City Administrator Resolution 2015-034, directing payment of bills Resolution 2015-035, approval of the 2015 Ironman Race Special Event and Contract Resolution 2015-036, a resolution For VistaTek Loan Forgiveness Certificate Resolution 2015-037, approval of the 2015 Farmers Market Special Event and Contract Resolution 2015-038, ordering improvement and approving plans and specifications for the Stillwater Oak Park Heights Street Project (Project 2014-03) Ordinance 1073, an ordinance granting to Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, permission to construct, operate, repair and maintain in the City of Stillwater, Minnesota, an electric distribution system and transmission lines, including necessary poles, lines, fixtures and appurtenances, for the furnishing of electric energy to the City, its inhabitants, and others, and to use the public grounds and public ways of the city for such purposes Ordinance 1073A, an ordinance implementing an electric service franchise fee on Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, for providing electric service within the City of Stillwater Ordinance 1074, an ordinance granting to Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, permission to erect a gas Page 5of6 City Council Meeting February 17, 2015 distribution system for the purposes of constructing, operating, repairing and maintaining in the City of Stillwater, Minnesota, the necessary gas pipes, mains and appurtenances for the transmission or distribution of gas to the city and its inhabitants and others and transmitting gas into and through the city and to use the public grounds and public ways of the city for such purposes Ordinance 1074A, an ordinance implementing a gas service franchise fee on Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, its successors and assigns, for providing gas service within the City of Stillwater Page 6 of 6 EXHIBIT "A" TO RESOLUTION #2015-039 Page 1 LIST OF BILLS Aspen Mills C & H Distributors LLC C. Hassis Snow Removal Carte Graph Systems Inc. CDW Government Inc. Century Power Equipment City of Woodbury Cole Papers Comcast Cummins NPower LLC ECM Publishers Fastenal Company Flexible Pipe Tool Co. G & K Services H&L Mesabi Hagen Mike IDC Auotmatic Innovative Office Solutions LLC International Association ITL Patch Co Inc Jefferson Fire and Safety Inc. Job Enterprises LLC Johnny's TV Inc. Kirvida Fire Inc. Kraus -Anderson Kuehn Michael League of MN Cities Linner Electric Co. Loffler Companies Inc. Mahtomedi High School Mansfield Oil Company Marshall Electric Company Mayo Clinic Health Solutions Menards MHSRC/Range Minnesota/Wisconsin Playground Office Depot Otis Elevator Company Papco Inc. Riedell Shoes Inc. Section 4AA Sentry Systems Inc. Siegfried Constuction Company SRF Consulting Group St. Croix Boat and Packet Co. Uniforms - Sykes Shelf bins Snow removal CarteLite subscription renewal Computer equipment Equipment repair supplies 2015 SRT 2 members Janitorial supplies TV Internet & Voice Nelson street lift Publications Equipment repair supplies Equipment repair charges Mats Blades Reimburse for work boots Replaced cables on interior zamboni door Office supplies Membership Shoulder emblems Minor equipment Vacuum Replace mic jack & connect eq mixer Repairs Engine #1 & 7 Fire Hall Reimburse for work boots Safty & loss control workshops Garland on Main St Support Gate Split Hockey Fuel Nelson lift generator & other electrical labor Fitnes for Everybody - books Supplies Class fees Soccer nets Toner Elevator contract Equipment repair supplies Skates Gate Split Hockey Alarm monitoring S Lowell Park restrooms Barge terminal property master plan update Arena billing 575.79 191.08 150.00 11,599.00 1,074.20 222.22 4,018.76 542.58 582.42 3,166.31 1,082.35 381.02 2,949.95 160.92 894.00 160.00 171.82 78.81 259.00 293.35 727.18 1,990.00 120.00 1,596.72 53,064.02 160.00 40.00 750.00 330.00 4,577.00 16,778.87 8,997.00 497.84 1,511.61 792.00 1,107.34 142.94 752.22 199.54 40.08 3,668.00 131.17 44, 03 5.00 995.29 66,811.03 EXHIBIT "A" TO RESOLUTION #2015-039 Stillwater High School Stillwater Motor Company Summit Fire Protection Tessman Seed Co. St. Paul Toll Gas and Welding Supply Truck Utilities Inc. UPS USAble Life VariTech Force America Verizon Wireless Washington County Property Records Wolf Beth LIBRARY 3M Baker and Taylor Bertalmio Lynne Blackstone Audio Brodart Co Cengage Learning Demco Inc. ECM Publishers Master Mechanical Inc. Midwest Tape Overhead Door Company Quill Corporation Roper Toshiba Business Solutions Wilson Company FEBRUARY MANUALS League of MN Cities Thomson Reuters Waste Management Xcel Energy Gate Split Hockey Auto service Annual fire sprinkler inspection Ice melt Cylinders Coil 2 spade Shipping charges Term Life Insurance Electric ball valve Cell phones Automark Maint Fee & Year end reports Reimburse for tablet cover Self Check updates Materials Staff Reimbursement Materials Materials Materials Processing supplies Job posting Building repair Materials Building repair General supplies Signage Maintenance Contract Lanyards MN Cities Stormwater Coalition Contribution Info Charges Garbage Certification Energy Page 2 7,186.00 23.59 290.00 221.25 189.93 41.47 49.25 432.00 210.80 1,739.11 2,320.00 24.46 11,205.00 370.23 130.52 131.98 1,205.16 27.96 134.91 54.90 1,011.32 142.72 940.45 32.47 608.30 52.28 552.00 760.00 108.11 65,047.56 18,886.27 i11watr Administration Memorandum To: Mayor & City Council From: Diane Ward, City Clerk Date: February 27, 2015 Re: Renewal — Consumption & Display Permit — The Loft at Studio J A renewal application of the Consumption & Display Permit liquor license from The Loft at Studio J LLC., dba: The Loft at Studio J has been received. The licensed premises is located in the loft of 214 Main Street S. Establishments issued this permit must follow the same liquor laws/rules/ordinances as any other liquor establishment within the City. Approval for the approval for the permit/license should be contingent upon approval by Police, Finance, Fire, Building Departments, Washington County Department of Health and Minnesota Liquor Control. ACTION REQUIRED: If Council desires to renew the Consumption & Display Permit, they should pass a motion to adopt Resolution entitled "Approval of Consumption & Display Permit (Liquor) for The Loft at Studio J LLC; DBA: The Loft at Studio J." RESOLUTION 2015-040 APPROVAL OF CONSUMPTION & DISPLAY PERMIT (LIQUOR) FOR THE LOFT AT STUDIO J LLC; DBA: THE LOFT AT STUDIO J WHEREAS, an application has been received for a Consumption & Display Permit (Liquor) for The lot at Studio J LLC; DBA: The Loft at Studio J located in the loft of 214 Main Street S, Stillwater, MN; and WHEREAS, all required forms have been submitted and fees paid. NOW THEREFORE, BE IF RESOLVED that the City Council of Stillwater, Minnesota, hereby approves the issuance of the Consumption and Display Permit (Liquor) conditioned upon approval by Police, Fire, Building Inspection and Finance Departments, Washington County Department of Health and Minnesota Liquor Control. Adopted by Stillwater City Council this 3rd day of March, 2015. Ted Kozlowski, Mayor Attest: Diane F. Ward, City Clerk STAFF REQUEST ITEM Department: St. Croix Valley Rec Ctr Date: 02/15/2015 DESCRIPTION OF REQUEST (Briefly outline what the request is) To purchase a Zamboni 546 to resurface the ice FINANCIAL IMPACT (Briefly outline the costs, if any, that are associated with this request and the proposed source of the funds needed to fund the request) Funding has been budget through Capital Outlay $120,000 ADDITIONAL INFORMATION ATTACHED Yes x No ALL COUNCIL REQUEST ITEMS MUST BE SUBMITTED TO THE CITY CLERK A MINIMUM OF FIVE WORKING DAYS PRIOR TO THE NEXT REGULARLY SCHEDULED COUNCIL MEETING IN ORDER TO BE PLACED IN THE COUNCIL MATERIAL PACKET. Submitted by: Douglas Brady Date:2/15/2015 FRANK J. ZAMBONI & CO., INC. 15714 Colorado Avenue Paramount, CA 90723-0770 Phone (562) 633-0751 Fax (562) 633-9365 www.zamboni.com January 20, 2015 Doug Brady St. Croix Valley Sports Complex 1675 Market Drive Stillwater, MN 55082 PROPOSAL MODEL: Zamboni 546 QUANTITY: One (1) CAPACITY: Full Size • Snow Tank 100 cubic feet (actual volume) 120 cubic feet (compacted) • Ice Making Water Tank Constructed of High Density Polyethylene 200 U.S. gallons Wash Water System (optional) Constructed of High Density Polyethylene 82 U.S. gallons Total Water Capacity 282 U.S. gallons ENGINE: Kubota 1.6 Litre • Four cylinder, 57 HP, 16 valve double overhead cam, 88 ft. lbs of torque, hydraulic valve lifters, liquid cooled • Timing belt with automatic belt tensioners, 5 main bearings, full -flow oil filter system for long life and ease of maintenance • Advanced electronic ignition system • Meets or exceeds CARB/EPA 2012 standards • Fuel choices LPG or Gasoline • Load sensing electronic governor enables true "hands -free" engine operation by driver • On -board engine diagnostic system with fault code readout via dash lamp or diagnostic computer nmoru. TRANSMISSION: Sauer-Danfoss Hydrostatic Pump and Motor • Continuously variable pump and motor and axial piston -type and offer volumetric efficiencies as high as 95%. • Maximum drawbar pull even at low speeds and full hydrodynamic braking. • Allows the use of a smaller and more efficient engine while still providing superior on -ice power. • Hydrostat enables the conveyor augers to operate at full speed, regardless of vehicle speed, even when slowing for corners. DRIVETRAIN: Dana/Spicer Axles Model 44 Front -rated 4,300 lb. Model 60 Rear -rated 6,400 lb. • Rear axle is a rigid full -float design • Because the 546 uses Spicer/Dana axles that are optimized for our chassis, we offer the industry's highest manufacturer approved axle capacities. • Our chassis/axle combination is the key to the Zamboni 546 having a turning radius of 16 feet. This is a full 3 feet tighter than most other machines. Hub City Transfer Case • Rugged cast iron housing for rigid gear and bearing support. Heat -treated alloy steel gears are helical cut for greater strength and lower noise. • Hydrostatic motor is wet -mounted to housing for long shaft life. Chassis • 2" X 5" structural steel tubing for high strength and long service. HYDRAULICS: Sauer-Danfoss Turolla Pump and Permco Motors • High efficiency gear type double pump has separate pump sections for vertical and horizontal augers for the best conveyor performance in the industry. Priority flow divider provides steering circuit. • Pump is directly mounted to the engine for trouble free service. No belts or pulleys. • Motors are high efficiency gear type with cast-iron bodies and case drain. Proposal Page 2 HYDRAULICS: • Hydrostatic transmission features loop flushing which provides fresh fluid from tank to hydrostat for enhanced performance and cooler operating temperature. Filtration and Tank • Two hydraulic filters (1) 20 micron return line and (1) 10 micron hydrostatic charge loop, ensure a clean environment for all hydraulic components. • Large 21-gallon tank enhances hydraulic fluid travel to rid the oil of entrapped air and increase heat dissipation. SNOW TANK AND AUGERS • Large snow capacity and a tank design that provides all areas of the tank to be completely filled, even the top rear corners. • The 546's snow tank incorporates a smooth bottom and sides, allowing for the snow to slide out with the least amount of residue and at a much lower height. • Both 10-inch large diameter augers are double - flighted to ensure good performance even during heavy shaving and the augers are teflon coated for durability. CONDITIONER: • Zamboni Ice Resurfacers have a well -deserved reputation for producing the finest sheet of ice, even after many years of being in use. • A unique and patented design of spring and hydraulic down pressure is used for superior shaving results. • Performance will continue for the life of the machine by using replaceable bushings and springs. HUMAN ENGINEERING: • The operation of the 546 is very simple. The operator sets the engine speed with the "hands - free" governor and drives the machine with a foot control. However, unlike an automotive trans- mission, the 546 will provide full power and speed to the augers at all times, even while slowing for corners. And the 546 will ensure the snow tank is compacted and completely filled. • Speed is controlled by the single foot pedal equipped with a "dead -man" safety feature to dynamically brake the vehicle to a stop if the operator's foot leaves the pedal. • Operator compartment ergonomically designed including steering wheel with a spinner knob. Proposal Page 3 HUMAN ENGINEERING: • Engine and hydraulic compartment is easily accessed through both side doors for daily maintenance checks, even with the snow tank down. • Wiring and looms are well routed and protected. Wires are individually labelled for easier service and trouble -shooting. FACILITY ENGINEERING: • Zamboni Ice Resurfacers offer unparalleled shaving and snow conveyor performance. A quality sheet of ice is among an arena's primary selling features. • Zamboni has the tightest turning radius in the industry, enabling operators to resurface deeper into their corners. • The snow tank on the 546 is designed in an enlarged package with a flat bottom and sides. This gives the 546 a low front -dumping height. This is important for both dumping indoors as well as outdoors in adverse conditions. • Our unique engine and hydrostatic transmission enables the 546 to use a smaller, more efficient engine and can provide significant fuel savings. • Industry Reports have recommended that arena ventilation be determined by horsepower of the ice resurfacer, which is over half of larger engines used in the competitor's machine. This can translate to considerable energy and facility savings. MANUFACTURER'S STATEMENT: The 546 is proudly designed and manufactured by Frank J. Zamboni & Co., Inc., in the United States of America. WARRANTY: Twenty four (24) months or 2,000 hours, parts replacement only. SAFETY STANDARDS: The 546 is engineered to meet or exceed O.S.H.A. and A.N.S.I. safety labelling requirements. Proposal Page 4 NJPA Zamboni 546 $ 83,700.00 CONTRACT PRICING: SUB -TOTAL: TOTAL: • LPG Carburetion (No Tanks) $ 1,240.00 • Board Brush $ 5,460.00 • 3 Way Catalytic Converter $ Standard • Lambda Fuel Mgmt. System $ Standard • Chrome Wheels $ Standard • Water Level Sight Gauge $ 260.00 • Wash Water System w/ Poly Tank $ 4,585.00 • Black Powder Coated Conditioner $ Standard • Conditioner Poly Side Plate $ Standard • Parking Brake $ Standard • LPG Low Fuel Light $ Standard • Stainless Steel Water Distribution Pipe $ 375.00 • 6 Additional Blades $ 1,560.00 Less NJPA Discount Transportation $ 97,645.00 ($2,929.35) $ 3,500.00 $ 98,215.65 Estimated Trade -In Value: 520-6813 $15-19,000.00 F.O.B.: Paramount, CA TERMS: Net 30 days on approved credit. Pricing firm for 30 days. Pricing does not include any applicable sales tax. THANK YOU: Doug Peters Regional Sales Manager Frank J. Zamboni & Co., Inc. 15714 Colorado Avenue Paramount, CA 90723 Phone: (562) 633-0751 Fax: (562) 633-9365 sec/d brady5461-20.prop page2-5 1/20/15 Date Proposal Page 5 Discover why Zamboni is the overwhelming choice for ice rink operators throughout the world. The 546 rs simple to drive and very easy to operate The ergonomically designed operator's compartment has controls and gauges placed tor ease of operation and optimal vis:b:Lty during the resurfacing process Operation of the machine is made easier with an e'er Ironic governor and familiar automobile -style foot controls. The hydrostatic transmission otters unmatched power at any speed The smaller, more efficient engine consumes less fuel and provides a cleaner arena environment The 546 has it all reliability, performance and handling mBonl® Nothing else is even close The Ultimate Machine Our engine and hydrostatic transmission enable the 546 to use a smaller, more efficient engine which provides significant fuel savings Zamboni ice resurtacers have a well -deserved reputation for producing the finest sheet of ice using our unique down pressure system znml3onl. Zamboni USA Frank 1 Zarnbcni & Co., Inc 15712 Co'orado Ave , Paramount. CA USA 90723.4211 r'one ;552 633-0751 Fax i,5621633-9365 Zamboni Canada Zamboni Europe Zamboni Company Ltd 38 Morton Ave East, Box 1388, Brantford, ON Canada N3T 5T6 Friona 1519) 758.5000 Pax r5191 758.0500 Serviceability Wide-open access ep;tomizes Zan ib ont s commitment to providing the highest level of serviceability. Daily checks of fluid levels and other maintenance 'tools are easy to accomplish, even with the sncut tank docsn Transmission Continuously variable hydrostatic pump and motor are axial -piston type Provides superior on -ice power with maximum dra.sbar pull eien at Icnvv •{><c-dE Full hydro•dynamrc braking Drivetrain Four wheel drive Rugged Dana Spicer• axles offer the industry's highest manutarturers apprmed capacities Front 4300lbs 0950 kg? Rear 6400 lbs i2903 kg? Hydraulics Powerful double pump for the vertical and horizontal .augers uelivers strong convey^r performance HydrauLc do:sn prcns:,rr• provides superior :having results Direct shaft driven -piggy-back' mount for trouble -fur service High quality 10 and 20 micron filters are easy to access Construction Strong 2' 5' aa•viceided steel tcibintt Zamboni chassis Chassis/axle combination is the key to the 546 having a 1 b' turning radius - a full 3' tighter than most other machines. High quality primer used throt.ghout Rust -tree polyethylene u e makrrg vv'•vti•r !n•,: ssath ear; aicev. cover is standard wwwsamboni.con} ,l-•C',,,rna'nri...•i A+'i,,.ttu e1,-c, l]Ii RESOLUTION 2015-041 APPROVING CONTRACT WITH RES SPECIALTY PYROTECHNICS BE IT RESOLVED, by the City Council of Stillwater, MN that contract between RES Specialty Pyrotechnics and the City of Stillwater, for 4th of July Fireworks for 2015, as on file with the City Clerk, is hereby approved. BE IT FURTHER RESOLVED, that the Stillwater City Council authorizes the Mayor and City Clerk to sign the contract. Adopted by the City Council of the City of Stillwater this 3rd day of March, 2015. Ted Kozlowski, Mayor ATTEST: Diane F. Ward, City Clerk AGREEMENT This Agreement is made this day of , 2015, between the City of Stillwater, Washington County, Minnesota ("City") and RES Specialty Pyrotechnics, 21595 - 286th Street, Belle Plaine, Minnesota 56011 ("Contractor"). WITNESSETH: WHEREAS, the City desires to provide a fireworks display for the 4th of July; and WHEREAS, the Contractor is capable of fulfilling this need by rendering pyrotechnic expertise; NOW, THEREFORE, in consideration of the terms and conditions expressed herein, the parties agree as follows: I. DUTIES OF THE CONTRACTOR 1. The Contractor, for and in consideration of the sum of Forty-two Thousand and no/100ths Dollars ($42,000.00), including tax, to be paid hereinafter set forth, agrees to furnish the City one fireworks display, as outlined in the proposal submitted and attached to this Agreement as "Exhibit A," and by this reference made a part hereof, including the services of the Contractor's expert operators to be in full charge and to fire said display to be given on the evening of July 4, 2015, at Legion Beach, located in Houlton, Saint Croix County, Wisconsin, weather permitting. 2. The fireworks display shall be digitally choreographed to music provided by the Contractor and the timing of the fireworks shall be electronically fired with the music provided. In addition, the music element of the display described in Exhibit A in the contract is amended to provide enhanced system according to the specification established by the City Administrator. 3. Upon arrival at the shoot site on July 4, 2015, the Contractor must furnish the City with a shell inventory form outlining the specific quantities and sizes of each shell type that have been brought to the site. The Contractor must comply with City requests to verify the sizes and counts of shells brought by the Contractor. 4. Following the shoot, a shell count shall be conducted and any unused shells shall remain the property of the City to be stored by the Contractor. The Contractor agrees to furnish all equipment and all personnel necessary to set-up and shoot the fireworks display. The Contractor agrees to scan the designated shoot site for paper or garbage left from the display or its operators before departing the site. 5. The Contractor agrees to abide by safety standards and procedures as required by the City and as established by the American Pyrotechnic Association and the State of Minnesota. 6. The Contractor agrees to provide safety equipment for the crew including, but not limited to fire extinguishers, hearing plugs, hard hats, eye goggles, cotton coverings, and First Aid supplies. 7. The Contractor shall obtain Fire Marshall's permit from the City of Stillwater for the fireworks display, complying with all additional requirements set forth by the City Fire Marshall. 8. The Contractor shall comply with all applicable federal, state and local laws, ordinances, rules and regulations. 9. The Contractor agrees that in order to protect itself and the City under the indemnity provision set forth above, it will at all times during the term of this Agreement, keep in force policies of insurance as indicated in this contract. The insurance protection will have the following limits• A. Comprehensive Commercial General Liability: (1) Bodily Injury (including completed operations and products liability). (2) Property Damage Liability Insurance will provide Explosion, Collapse and Underground coverages where applicable. (3) Personal Injury, with employment exclusion deleted: $5,000,000 Combined Single Limits B. Comprehensive Automobile Liability: (1) Bodily Injury: $ 500,000 Each Person $1,000,000 Each Occurrence (2) Property Damage: $ 100,000 Each Occurrence C. Workers' Compensation coverage. The Contractor further agrees to name the City as additional insured in said insurance policies and to provide a certificate of said insurance to the City prior to commencing work. The Contractor agrees to notify the City twenty- five (25) days prior to cancellation or a change in any of the aforementioned insurance policies. II. DUTIES OF THE CITY 1. The City agrees to furnish, at its cost, to the Contractor, sufficient space for the safe and proper presentation of the fireworks display and all necessary Police protection, to provide the necessary perimeters for restricting the public from gaining access to the shoot site. 2. Upon execution of the terms of this Agreement, following the fireworks display on the night of July 4, 2015, payment shall be made in full by the City within two weeks. III. MISCELLANEOUS 1. The Parties agree that should inclement weather prevent the fireworks display from occurring on July 4, 2015, the Contractor shall be entitled to a fee charge of Three Thousand and no/100ths Dollars ($3,000.00). In the event of a cancellation for inclement weather, the fireworks display will be rescheduled to Saturday, July 5, 2015 or another mutually agreed upon date. 2. It is agreed that nothing herein contained is intended, or should be construed in any manner, as creating or establishing the relationship of co-partners between the parties hereto, or as constituting the Contractor staff as the agents, representatives or employees of the City for any purpose in any manner whatsoever. The Contractor and its staff are to be and shall remain an independent contractor with respect to all services performed under this Agreement. The Contractor represents that it has, or will secure at its own expense, any and all personnel required in performing services under this Agreement. Personnel, while engaged in the performance of any work or services required by the Contractor under this Agreement, shall not be considered employees of the City, and any and all claims that may or might arise under the Workers' Compensation Act of the State of Minnesota, on behalf of said personnel or other persons while so engaged, and any and all claims whatsoever on behalf of any such person or personnel arising out of employment or alleged employment including, without limitation, claims of discrimination against the Contractor, its officers, agents, contractors or employees shall in no way be the responsibility of the City, and the Contractor shall defend, indemnify and hold the City, its officers, agents and employees harmless from any and all such claims regardless of any determination of any pertinent tribunal, agency, board, commission or court. Such personnel or other persons shall not require nor be entitled to any compensation, rights or benefits of any kind whatsoever from the City, including, without limitation, tenure rights, medical and hospital care, sick leave, Workers' Compensation, Unemployment Compensation, disability, severance pay and PERA. 3. The Contractor shall defend, indemnify and hold harmless the employees and agents, from any and all claims causes of action, lawsuits, damages, losses or expenses, including attorney's fees, arising out of or resulting from the Contractor's (including its officials, employees or agents) performance of the duties under this Agreement. 4. Any amendments to this Agreement shall be in writing and executed by the parties in the same manner as this Agreement. 5. This Agreement shall be interpreted under the laws of the State of Minnesota. 6. The parties mutually and severally guarantee the terms, conditions, and payments of the Agreement, which shall be binding upon the parties, heirs, executors, administrators, successors and assigns. 7. Both parties agree to adhere to the provision of the Americans with Disabilities Act of 1990, 72 U.S.C., Section 12101-12213 (1990) ("ADA"), if applicable. 8. This Agreement shall not be assignable except at the written consent of the City. 9. This Agreement represents the entire agreement between the City and the Contractor and supersedes and cancels any and all prior agreements or proposals, written or oral, between the parties relating to the subject matter hereof, and amendments, addenda, alterations or modifications to the terms and conditions of this Agreement shall be in writing and signed by both parties. 10. The Contractor agrees, as a condition of being awarded this Agreement, to require each of its agents, officers and employees to abide by the City's policies prohibiting sexual harassment, firearms, unlawful discrimination and smoking, as well as all other reasonable work rules, safety rules or policies regulating the conduct of persons on City property at all times while performing duties pursuant to this Agreement. The Contractor agrees and understands that a violation of any of these policies or rules constitutes a breach of the Agreement and sufficient grounds for immediate termination of the Agreement by the City. IN WITNESS WHEREOF, the parties have set their hands this 3rd day of March, 2015. CITY OF STILLWATER By: Ted Kozlowski, Mayor ATTEST: By: Diane F. Ward, City Clerk CONTRACTOR RES SPECIALTY PYROTECHNICS By: Steve Coman Its: President STATE OF MINNESOTA ) ) ss COUNTY OF WASHINGTON ) On this day of . 2015, before me, a Notary Public within and for said County, appeared Ted Kozlowski and Diane F. Ward, who, being by me duly sworn, did say that they are, respectively, the Mayor and City Clerk of the City of Stillwater, and that this instrument was signed and sealed in behalf of the City by authority of its City Council, and they acknowledged the said instrument was the free act and deed of the City. STATE OF MINNESOTA ) ) ss COUNTY OF WASHINGTON ) Notary Public The foregoing instrument was sworn to and subscribed before me this day of , 2015, by Steve Coman, President, for RES Specialty Pyrotechnics, CONTRACTOR. Notary Public EXHIBIT B PROPOSAL ICES Specialty Pyrotechnics MAGIC IN THE AIR Thursday, February 26, 2015 Diane Ward City of Stillwater 216 4th Street N Stillwater, MN 55082 Dear Diane: We are delighted to design another fireworks program for the City of Stillwater on July 4, 2015. We will be incorporating the following segments into your show: Opening Barrage, Main Show Body, Select Patriotic Shell, Signature Pattern Shell, Multiple Effects Barrage Cake, and Grand Finale. Our show design uses piled, stacked and multi -break shells. Our displays are electronically fired for added safety. We will provide all materials, equipment, licensed operators, and will obtain all necessary permits and $5,000,000.00 liability insurance. The total cost will be $42,000.00. This price includes the sound system that will be set up along the riverfront. Please feel free to contact me should you have any additional questions. Sincerely, Ervin J. Haman Director of Business Development RES Specialty Pyrotechnics 21595 286th Street ■ Belle Plaine, MN 56011 ■ Phone: 952.873.3113 ■ Fax: 952.873.2859 FIREWORKS DISPLAY PROPOSAL FOR CITY OF STILLWATER 7/4/2015 lt * RES Specialty Pyrotechnics MAGIC IN THE AIR NONDISCLOSURE The material contained in this document is confidential and is for review only by those directly involved in awarding this bid. This document may not be copied or reproduced in any fashion without written consent of RES Specialty Pyrotechnics, Inc. CONFIDENTIALITY Our ideas, concepts and creativity are our livelihood. Your respect for our confidentiality is appreciated. RES Specialty Pyrotechnics MAGIC IN THE AIR Fireworks Display Proposal for City of Stillwater 7/4/2015 Display Design Philosophy Our selection of display fireworks for the City of Stillwater includes a broad spectrum of styles and origin. We carefully select the best variety of Chinese, Taiwanese, Japanese and Domestic product. We balance these selections with our own custom manufactured product to provide the best assortment possible. We strongly feel that the quality of our products is the best that is available anywhere. There may be modifications to the listed effects due to inventory availability, nature of the site, and upgrade of product. Virtually all of our shells incorporate a tailed or rising effect providing additional impact and allowing the audience to follow the shells on their rise into the air. Display Presentation Frequently overlooked by the display purchaser, the aspect of how the display is "shot" or presented is the most critical aspect after safety to a successful display. This is the area where a company that understands choreography demonstrates true pyrotechnic artistry. To achieve maximum customer and audience appreciation we have found that by using a "V" rack setup we are able to cover a greater area of the sky. In addition, many like effects are shot simultaneously into the air in a "V" pattern, filling two separate areas of the sky with identical patterns. Our choreography for the City of Stillwater will allow the audience to appreciate the show better since they pick up on the themes that are presented with the fireworks. This sets up the audiences' expectations. In other words, there is rhyme to the reason. To accomplish this, all of the effects exhibited for City of Stillwater will be shot by a sophisticated computer firing system allowing us to have: • Precision timing of firing. • No large gaps of time when there is nothing but black sky. • Easier control of show pacing. • Multiple firing not possible via hand firing. • Added safety for the audience and our staff due to the increased control of execution. Electrical firing allows us to have the show preloaded beforehand. This allows us the opportunity to precisely choreograph the show. Preloading the show allows us to better protect the show beforehand against weather and eliminates having to handle shells in the dark to reload thereby increasing safety. Fireworks display proposal for the City of Stillwater Main Body - Grouped and Combined along the following Themes • Color and report shells • Pattern shells, e.g., hearts, hourglass, stars, butterflies, rings • Effect shells, e.g., whistles, serpents, tourbillions • Strobe and shimmer effects • Glitter and tremalon shells • Crackling and crossette shells • Traditional Japanese shells, e.g., diadems, Saturns, palms, chrysanthemums • Shells from the following manufacturers will be displayed: Lidu, Glorious, Kanto, Panda, Sunny, An Ping, Legion, San Tai, Yung Feng, U.S. Designer, AM Pyro, 8v RES Specialty Pyrotechnics. ❖ For the City of Stillwater we will also incorporate a unique segment of Signature Pattern shells. The shells shot in this segment will follow one another. In this way the audience will be quick to realize that they have to watch each effect closely as it breaks in the sky above. Some of the signature patterns that will be exhibited are as follows: Saturn rings, colored stars with rings, smiley faces, jellyfish, concentric rings, poinsettia, 86 hearts. • • In addition, a Red, White 86 Blue Patriotic segment will be exhibited to showcase our country's colors. Many different shell effects 8v designs will be used to highlight the colors of our flag. Finale There is no mistake when our finales start. The sky is filled with color and sound that builds in intensity as it progresses. Multiple levels of effects appear as the finale unfolds. The colors and effects appear to "morph" from one color to the next into glitter into larger color to the next into glitter into larger color into larger glitter culminating in waves of tailed titanium salutes that increase in intensity. As the thunder from the salutes reach their peak, they are complimented by an increasing scale of fancy color shells overhead. Fireworks display proposal for the City of Stillwater Shows for Reference City of Edina Dick Crockett 952-833-9573 City of Lakeville Patty Dexter 952-985-4610 City of Apple Valley Scott Breuer 952-953-2311 Elk River Jim Boyle 763-241-3670 Slice of Shoreview Jacci Krebsbach 651-483-2416 Woodbury Days Theresa Janechek 651-735-3322 City of Bloomington Mark Morrison 952-563-8693 Maple Grove Days Mike Kinnan 763-424-4365 Savage Chamber of Commerce Ann Masis 952-894-8876 City of Eden Prairie Lindsey Danhauser 952-949-8304 MN Recreation & Parks Assn Michelle Snider 763-571-1305 Belle Plaine BBQ Days Jim Lange 952-873-4310 Excelsior Chamber of Commerce Laura Hotvet 952-474-6461 City of Becker Jamie Cassidy 763-262-0400 Saint Paul Saints Baseball Derek Sharrer 651-644-3517 Minnesota Twins Baseball Matt Hoy 612-659-3651 City of Vadnais Heights Brigid Nault 651-204-6000 City of Minnetonka Sara Woeste 952-939-8316 City of Highland Park Calida Cogan 651-699-9042 Prior Lake Chamber of Commerce Sandy Fleck 952-440-1000 LeSueur Chamber of Commerce Julie Boyland 507-665-2501 New Prague NPCL Carol Weiers 952-758-5964 City of Stillwater 7/4/2015 $42,000 Grand Total of Effects in Display Total Materials Used by Size 3970 3 Inch 4 Inch 5 Inch 6 Inch 8 Inch 10 Inch 12 Inch Barrages 612 418 189 160 78 31 12 14 City of Stillwater 7/4/2015 Opening Barrage Size Qty Finale Red White & Blue Variegated Chrysanthemum w/Red Tail 3 12 Finale Titanium Salute w/ Silver Tail 3 48 Gold & Silver Time Rain Peony w/ Coconut Pistil & Silver Tail 4 3 Yellow Chrysanthemum w/Green Pistil & Green Tail 4 3 Glittering Gold Chrysanthemum to Multicolor 4 3 Gold Spangle Chrysanthemum in Red Circle 4 3 Gold Wave to Purple to White Flashing w/Purple Tail 4 3 Silver to Blue Palm Tree w/ Silver Tail 4 3 Brocade Crown w/ Crackling Pistil & Crackling Tail 4 3 Glittering Silver to Yellow to Green w/ Green Tail 5 3 Red to Blue Chrysanthemum w/ Flashing Lemon Pistil & Red Tail 5 3 Silver Wave to Magenta w/Blinking Pistil & Silver Tail 5 3 Yellow to Blue Chrysanthemum w/Purple Pistil & Silver Tail 5 3 Golden Coconut Tree to Aqua w/ Gold Tail 5 3 Silver Crackling Rain Palm Tree w/ Crackling Tail 5 3 Lemon Pink Seablue Chrysanthemum w/Blinking White Pistil & 6 2 Glittering to Purple to Orange & Spangle Pistil & Whistling Tail 6 2 Mag Orange to Cyan Chrysanthemum w/Blinking Pistil & Silver 6 2 Green to Gold Strobe Flower to Green w/ Gold Tail 6 2 Gold Rippling Chrysanthemum w/Rising Flowers 8 1 Blue to Red Chrysanthemum w/ Flashing Core & Rising Flowers 8 1 Brocade Crown to Green w/ Gold Flash Pistil & Gold Tail 8 1 Green & Golden Chrysanthemum w/ Silver 10 1 Gold Wave to Violet Chrysanthemum w/Popping Flower Pistil & Tail 10 1 Red to Blue to Gold Crackling Chrysanthemum w/Rising Flowers 12 1 Total Opening Barrage Effects in Display 113 City of Stillwater 7/4/2015 4 Inch Main Show Size Qty Orange Chrysanthemum w/Magenta Pistil & Silver Tail 4 3 Glittering Blue to Silver w/ Crackling Pistil & Blue Tail 4 2 Aqua to Purple Chrysanthemum w/ Silver Tail 4 2 Gold Wave to Multicolor w/Gold Tail 4 3 Half Lemon Half Purple Peony w/ Purple Tail 4 2 Blue Chrysanthemum w/Blinking White Pistil 4 2 Violet to Mag Green Chrysanthemum w/ Silver Tail 4 2 Magenta Chrysanthemum w/Aqua Pistil 4 3 Rainbow Chrysanthemum w/ Coconut Pistil & Silver Tail 4 4 Lemon to Mag Red Chrysanthemum w/Silver Tail 4 3 Red to White Flash w/ Brocade Green Pistil & Green Tail 4 3 Green to Gold Crackling Chrysanthemum Flower & Purple Tail 4 3 Glittering Gold Chrysanthemum to Purple w/ Gold Tail 4 3 Half Red Half Blue Chrysanthemum w/Red Tail 4 2 Purple Dark Silver Peony w/ Silver Tail 4 3 Lemon Peony w/Grass Green Pistil & Silver Tail 4 2 Orange Lemon Seablue Peony w/ Silver Tail 4 3 Green Dark Red Peony w/Green Tail 4 3 Lemon Chrysanthemum w/Mag Green Pistil 4 3 White Strobing Peony w/ White Strobing Tail 4 6 Violet Chrysanthemum w/Chartreuse Pistil 4 2 Red Gamboge to Seablue w/ Green Pistil & Red Tail 4 3 Glittering Gold Chrysanthemum to Green w/Gold Tail 4 3 Silver to Grass Green to Seablue Peony w/ Silver Tail 4 2 Gold Wave & Grass Green Ring w/Violet Pistil & Gold Tail 4 3 Blue Peony w/Palm Tree Pistil & Rising Silver Tail 4 3 Magenta Orange Chartreuse Chrysanthemum w/Blinking Pistil 4 4 Cyan Peony w/ Peach Pistil & Rising Silver Tail 4 3 Gold Flash to Purple to White Flash Peony & Gold Tail 4 3 Half Orange Half Grass Green Peony w/Silver Tail 4 2 Dispark Chrysanthemum (Gold) w/ Crackling Tail 4 3 Cyan Peach Violet Chrysanthemum w/Popping Flower Pistil 4 3 Silver Wave to Majenta w/Blinking White Pistil & Silver Tail 4 3 Silver Wave to Red & Blue Double Ring w/ Silver Tail 4 3 Brocade Gold Chrysanthemum w/Chartreuse Pistil & Gold Tail 4 3 Double Ring (Seablue & Orange) w/ Silver Whirl & Orange Tail 4 2 Smiley Face (Multicolor) w/ Red Tail 4 4 City of Stillwater 7/4/2015 Lemon Ring in Orange Ring in Aqua Ring w/ Rising Flowers 4 2 Strobing Ring w/Alt Red & White Strobe w/Red Tail 4 2 Poinsettia Multicolor (Magenta Aqua Cyan Lemon) w/ Purple Tail 4 3 Red Cover Green Ring w/White Strobe Pistil & Silver Tail 4 2 Stained Glass w/Twilight Glitter Pistil & Gold Tail 4 3 Blue Ring in White Ring in Red Ring w/Red Tail 4 2 Silver Bowtie w/ Silver Tail 4 2 Brocade Crown Ring Cover Purple Ring w/ Silver Tail 4 2 Spiral Ring Cherry & Seablue Alt Stars w/ Whistling Tail 4 2 Flower Ring (Peach, Lemon & Grass Green) w/ Silver Tail 4 2 Gold Brocade Bowtie in Red Ring w/ Gold Brocade Tail 4 2 Magenta Dahlia w/ Crackling Pistil & Red Tail 4 2 Silver Dahlia to Green w/ Green Tail 4 2 Red Crossette w/Crackling Tail 4 2 Glitter Silver to Multicolor Crossette 4 2 Gold Glitter Crossette w/Rising Crackling Tail 4 3 Green Crossette w/Crackling Tail 4 2 Cylinder Red Color Report 4 2 New Color Crossette w/White Flash Pistil & White Tail 4 2 Multicolor Flying Stars w/ Silver Tail 4 6 Glitter Silver to Blue Crossette w/Cracking Pistil 4 2 Cylinder Silver Turbulence w/ Green Stars 4 3 Orange & White Strobe w/Strobe Tail 4 3 Varigated Crossette w/Glitter Coconut Core & Glitter Tail 4 2 Orange Dahlia w/ White Strobe Pistil & Silver Tail w/ Purple Tail 4 2 Silver Crackling Flower Crossette w/Crackling Tail 4 3 Multicolor Mag Dahlia w/ White Strobe Pistil & Silver Tail 4 3 Cylinder Brocade Crown Silver Wave Blue Star White Flash Flower 4 2 Purple Dahlia w/Crackling Pistil & Gold Tail 4 2 Silver Spider w/Red Tips & Gold Tail 4 3 Crackling Spider w/ Coconut Pistil & Crackling Tail 4 2 Glittering Coconut Tree w/Crackling Tail 4 2 Gold Coconut Tree to Purple w/Gold Tail 4 2 Gold Spider w/ Green Pistil & Gold Tail 4 3 Wave Coconut Tree to White Crossette w/Red Tail 4 3 Multicolor Falling Leaves w/Gold Tail 4 6 Red Coconut Tree w/Blue Pistil & Red Tail 4 2 Rainbow Palm Tree w/ Red Tail 4 3 City of Stillwater 7/4/2015 Brocade Crown to Crackling Willow w/ Crackling Tail 4 3 Crackling Willow to Blue w/ Crackling Tail 4 3 Red Gamboge Crown w/Glitter Coconut Core & Red Tail 4 3 Kamuro w/Blinking Pistil & Rising Tail 4 2 Color Changing Kamuro w/ Silver Tail 4 3 Red Diadem to Yellow w/ Whistling Tail 4 2 Cracking Nishiki Kamuro w/Blue Pistil & 3 Tails 4 3 Japanese Willow w/ Gold Tail 4 2 Purple Diadem to White Flashing w/Purple Tail 4 2 Diadem Chrysanthemum w/Reports & Whistling Tail 4 3 Gold Kamuro w/Multicolor Palm Pistil & Silver Tail 4 3 Total 4 inch Main Show Effects in Display 230 City of Stillwater 7/4/2015 5 Inch Main Show Size Qty Blue Chrysanthemum w/ Purple Comet Pistil & Blue Tail 5 3 Red to Blue to Gold Crackling Chrysanthemum Flower w/Whistling 5 2 Half Red Half Kamuro w/ Silver Tail 5 3 Glittering Orange to Aqua & Lemon w/Blue Pistil & Orange Flowers 5 2 Half Orange Half Grass Green Peony w/Silver Tail 5 2 Gold Wave to Red White & Blue Chrysanthemum w/Gold Tail 5 2 Gold Flash to Purple to White Flash Peony w/Purple Tail 5 2 Glittering Purple w/Aqua Pistil & Rising Green Flowers 5 3 Blue Wave to Gold Chrysanthemum w/ Gold Tail 5 3 Green to White Flash w/Red Crossette Pistil & Red Tail 5 2 Lemon Pink & Seablue Chrysanthemum w/ Purple Pistil & Silver 5 2 Blue to Silver Chrysanthemum w/ Crackling Pistil & Silver Tail 5 3 Green Dark Cherry Peony w/Silver Tail 5 2 Red Wave w/Strobing Pistil & Red Tail 5 3 Yellow Chrysanthemum w/ Green Pistil & Whistling Tail 5 2 Brocade Gold Chrysanthemum w/Purple Pistil 5 2 Silver Wave to Lemon to Cherry w/Silver Tail 5 2 Purple Dark Yellow Peony w/Yellow Tail 5 2 Cyan Peony w/ Lemon Pistil 5 2 White Strobing Peony w/ White Strobing Tail 5 3 Glittering Silver to Cherry w/Blue Pistil & Red Tail 5 2 Dark Green Peony w/ White Strobe Pistil 5 2 Red Peony w/ Silver Strobing Pistil & Red Tail 5 2 Double Ring Seablue to Orange & Orange to Seablue w/Tail 5 2 Red Heart Pattern w/ Spangle Circle 5 2 Silver Bowtie in Purple Ring w/ Silver Tail 5 2 Half Red & Blue Ring w/Red to Blue & Blue to Red Pistil 5 2 Cherry Cover Seablue Ring w/ Silver Tail 5 2 Saturn Red Ring w/Blue Pistil & Silver Tail 5 2 Smiley Face (Multicolor) w/ Red Tail 5 3 Rainbow Ring w/ Silver Tail 5 2 Kaleidoscope w/ Strobing Pistil & Rising Flowers 5 1 Silver Thundering Dragon w/ Whistling Tail 5 2 Brocade Crossette w/Gold Tail 5 2 Aqua Orange Lemon & Magenta Dahlia 5 2 Silver Time Rain Crossette w/ Silver Tail 5 2 Lemon Flashing Dahlia w/Purple Pistil & Green Tail 5 2 City of Stillwater 7/4/2015 Green Flashing Dahlia w/Red Pistil & Whistling Tail 5 2 Chartreuse Dahlia w/ Silver Tail 5 1 Turquoise Dahlia w/Blinking White Pistil & Silver Tail 5 1 Silver Time Rain Coconut Tree w/ Crackling Tail 5 2 Silver to Red Palm Tree w/ Silver Tail 5 1 Red Crackling Coconut Tree w/ Strobe Pistil & Red Tail 5 2 Multicolor Palm Tree w/Red Tail 5 2 Silver Spider w/Red Tips & Gold Tail 5 2 Gold Spider w/Aqua Pistil & Gold Tail 5 2 Gold Palm Tree w/Strobing Silver Pistil & Red Tail 5 1 Crackling Willow w/ Strobing Silver Pistil & Crackling Tail 5 2 Willlow to Flashing Cherry w/ Cherry Tail 5 2 Silver to Red to Silver Crown w/ Silver Tail 5 3 Yellow Golden Big Willow to Blue w/ Gold Tail 5 2 Brocade Diadem Chrysanthemum to Twinkle w/Strobing Pistil 5 3 Blue Diadem to Yellow w/ Green Pistil & Blue Tail 5 2 Kamuro Ending w/Purple Tips & Blinking Pistil & Silver Tail 5 3 Red Diadem to Yellow w/Blue Pistil & Whistling Tail 5 2 Pixie Dust Willow w/Stained Glass & Ruby Red Pistil 5 2 Brocade Crown w/Variegated Double Pistil & Silver Tail 5 2 Total 5 inch Main Show Effects in Display 120 City of Stillwater 7/4/2015 6 Inch Main Show Size Qty Silver Wave to Red w/Popping Flower Pistil & Silver Tail 6 2 Red Gamboge to Green to Purple w/ Palm Core & Silver Tail 6 2 Brocade Chrysanthemum w/Red to Green Pistil & Silver Tail 6 2 Purple to Green to Yellow Chrysanthemum w/Double Pistils 6 3 Cherry to Lemon Chrysanthemum w/ Purple Pistil & Purple Tail 6 1 Red to Yellow to Silver Peony w/Red Tail 6 3 Glittering Gold Chrysanthemum to Purple w/ Gold Tail 6 1 Glittering Silver to Cherry w/ Blue Pistil & Blue Tail 6 2 Turquoise to Mag Orange Chrysanthemum 6 1 Peach to Magenta Peony w/ Crackling Pistil & Crackling Tail 6 2 Silver to Blue w/ Strobing Silver Pistil & Silver Tail 6 2 Yellow to Blue to White Flash w/ Brocade Purple Pistil & Blue Tail 6 3 Red Chrysanthemum w/Blinking White Pistil 6 2 Lemon Chrysanthemum w/Purple Pistil 6 2 Silver Wave to Four Color Ring w/ Gold Chrysanthemum Pistil 6 2 Violet Chrysanthemum w/ Chartreuse Pistil & Silver Tail 6 2 Gold Wave to Silver w/Green Flash Pistil & Green Tail 6 2 Red to Blue to White Flashing Peony w/Red Tail 6 3 Half Green to Yellow Half Yellow to Green Chrysanthemum 6 2 Dark Green Peony w/ White Strobe Pistil & Green Tail 6 2 Red to Green w/White Strobe Pistil & Silver Tail 6 2 Half Lemon Half Grass Green Peony w/ Silver Tail 6 2 Cyan Peach Violet Chrysanthemum w/Popping Flower Pistil 6 2 Silver Wave to Green Flash Flower w/Purple Pistil & Purple Tail 6 2 Gold Flashing w/Eight Pieces Chrysanthemum Pistil & Gold Tail 6 2 Red to Dark Green w/Three Brocade Crown Rings 6 2 Silver Wave to Purple w/Turquoise Pistil & Silver Tail 6 2 Magenta Orange Chartreuse Chrysanthemum w/Blinking Pistil 6 3 Red to Silver w/Red Brocade Pistil & Red Tail 6 2 Brocade Lemon & Grass Green Double Rings w/Rising Rings 6 2 Smiley Face (Multicolor) w/ Red Tail 6 3 Blue Atomic Circle w/ Small Strobe Pistil & Silver Tail 6 2 Gold Wave to Purple Double Circle 6 2 Pink Cover Aqua Ring w/Rising Green Tail 6 2 Silver Whirl Flower Ring w/ Green Strobe Pistil & Silver Tail 6 2 Red to White Strobe Parallel Ring w/ Strobe Tail 6 2 Multicolor Dahlia w/ White Strobe Pistil & Red Tail 6 2 City of Stillwater 7/4/2015 Red Ring Green Saturn Dark Pink Peony w/Rising Green Tail 6 2 Kamuro Circle w/ Green Pistil 6 2 Green Dark Yellow Strobe w/Red Tail 6 2 Violet Dahlia w/Blinking White Pistil & Strobe Tail 6 2 Orange Dahlia w/White Strobe Pistil & Silver Tail 6 2 Red & Gold Crossette Chrysanthemum w/Red Tail 6 2 Colored Crossette w/Brocade Pistil & Silver Tail 6 1 Silver Crackling Flower Crossette w/Crackling Tail 6 2 Silver Palm w/Red Tip & White Crossette & Silver Tail 6 2 Red Palm Tree w/Red Trunk 6 1 Golden Coconut Tree to Green w/Gold Tail 6 2 Silver Time Rain Coconut Tree w/ Crackling Tail 6 2 Floral Shell of Shells w/Palm Stars Core & Rising Flowers 6 1 Silver Spider w/ Cherry Strobe Pistil & Cherry Tail 6 2 Gold Spider w/ Green Pistil & Gold Tail 6 2 Wave Coconut Tree to White Crossette w/Red Tail 6 2 Silver Crackling Flower Palm Tree w/Crackling Tail 6 1 Green Palm Tree w/Green Trunk 6 1 Gold Willow w/ Green Strobe Pistil & Green Tail 6 2 Diadem to Titanium Reports w/Whistling Tail 6 3 Silver to Crackling Big Willow w/ Crackling Tail 6 2 Kamuro to Blue w/Blinking White Pistil & Blue Tail 6 2 Silver to Red to Silver Crown w/ Silver Tail 6 1 Color Changing Kamuro w/ Silver Tail 6 2 Total 6 inch Main Show Effects in Display 120 City of Stillwater 7/4/2015 8 Inch Main Show Size Qty Red Peony Dark Change to Green w/ Falling Leaves 8 2 Silver to Red Strobe Chrysanthemum w/ Silver Pistil & Silver Tail 8 2 Bright Lemon Peony w/ Crackling Balls in Circle 8 2 Red to Silver Chrysanthemum w/Blue to Red Pistil & Red Tail 8 2 White Strobing Peony w/White Strobe Tail 8 3 Gold Wave to Silver w/Green Flash Pistil & Rising Green Flowers 8 2 Silver Wave to Blue w/ Gold Crackling Chrysanthemum Pistil 8 1 Silver Wave to Green Flash Flower w/Purple Pistil & Purple Flower 8 2 Glittering Silver to Cherry w/Blue Pistil & Rising Cherry Flower 8 1 Chrysanthemum w/Many Layers Pistil & Rising Flowers 8 2 Chartreuse to Grass Green Chrysanthemum w/Popping Flower 8 2 Glittering Gold Chrysanthemum w/Strobing Silver Pistil & Red Tail 8 2 Red to Blue to Gold Crackling Chrysanthemum Flower w/ Crackling 8 2 Half Purple to Orange & Half Orange to Purple Chrysanthemum 8 2 Yellow to Strobing Chrysanthemum w/Palm Core & Rising Flowers 8 1 Gold Flashing w/Eight Pieces Chrysanthemum Pistil & Gold Tail 8 2 Gold Wave to Pink w/Seablue Pistil & Rising Seablue Flowers 8 1 Nishiki Kamuro Peony w/Blue Dahlia Stars Ring 8 2 Purple Dahlia w/ Crackling Pistil & Rising Gold Flowers 8 2 New Color Crossette w/White Flash Pistil & White Tail 8 2 Purple Green Aqua Red Dahlia w/ White Strobe Pistil 8 2 Colorful Comet Mine Shell of Shells w/Popping Brocade Flowers 8 1 Silver Time Rain Coconut Tree w/ Crackling Tail 8 2 Thousands Blooming Crackling Palm Tree & Tail 8 1 Palm Flower w/ Rising Flowers 8 1 Crackling Spider w/ Coconut Pistil & Crackling Tail 8 2 Brocade Crown to Silver Time Rain Coconut Tree w/ Silver Tail 8 2 Nishiki Kamuro Niagara Falls w/Variegated Tips 8 1 Glittering String Willow w/ Cardinal Purple Pistil 8 2 Red Gamboge Crown to Green w/Glitter Coconut Core & Tail 8 2 Brocade Diadem Chrysanthemum to Twinkle w/Red Strobing Pistil 8 2 Nishiki Kamuro w/ Spangle Pistil & Rising Small Flowers 8 2 Total 8 inch Main Show Effects in Display 57 City of Stillwater 7/4/2015 10 Inch Main Show Size Qty Purple to Green Chrysanthemum w/Jetting Comets 10 1 Red Peony Dark Change to Green in Nishiki Kamuro Circle 10 1 Silver Wave to Rainbow w/ Silver Time Rain Crossette Pistil 10 1 Red to Blue to Flash w/ Spangle Double Pistil 10 1 Magenta Peony w/Blinking White Pistil in Aqua Circle w/ Silver Tail 10 1 Red White & Blue Variegated Peony w/ Silver Strobing Pistil 10 2 Red to Silver w/Red Brocade Pistil & Rising Flowers 10 2 1 / 4 Red Green Purple Yellow Peony w/ Crackling Pistil & Red 10 1 Lemon to Magenta Peony w/Crackling Pistil & Silver Tail 10 1 Silver Glitter Chrysanthemum to Yellow to Red to Purple Pistil 10 1 Eclipse Three Band Double Chase w/Rising Flowers 10 1 Three Times Brocade Crossette w/Three Times Brocade Tail 10 1 Red Fish Gamboge to Blue to Red to Twinking Stars 10 1 Thousand Brocade Flowers w/ Sparkling Silver 10 1 Green Palm Tree w/ Green Trunk & Rising Jetting Comets 10 1 Mixed Thousands Chrysanthemum w/ Rising Flowers 10 1 Silver Crown w/Red to Blue Pistil w/Red & Blue Tails 10 1 Brocade Crown w/ Red Pistil Blue Peony Shell of Shells & Silver Tail 10 1 Brocade Diadem Chrysanthemum to Twinkle w/ Strobing Pistil 10 1 Nishiki Kamuro to Green Strobe w/ Green Tail 10 1 Gold Brocade Kamuro w/Electric Yellow & Green Pistil 10 1 Total 10 inch Main Show Effects in Display 23 City of Stillwater 7/4/2015 12 Inch Main Show Size Qty Emerald Green Peony Dark Ruby Red Peony w/ Rising Falls 12 1 Silver Wave to Blue to White Strobe w/Silver Tail 12 1 Silver Chrysanthemum w/Red Strobing Pistil & Rising Red Leaves 12 1 Gold Wave to Silver Chrysanthemum w/Silver Flashing Pistil 12 1 Red to Green to Orange Peony w/ Silver Tail 12 1 Color Swimming Pistil w/ Rising Lemon Flowers 12 1 Crackling Thousand Chrysanthemum w/Palm Tree 12 1 Variegated Kamuro Chrysanthemum w/ Spangle Pistil 12 1 Silver to Brocade Crown w/Red Tips & 3 Time Brocade Tail 12 1 Total 12 inch Main Show Effects in Display 9 City of Stillwater 7/4/2015 Multiple Effects Barrages Shots Qty 10x11 R Silver Wave to Gold Chrys & Mines 110 1 8x5 Fan Green Glitter & Crackling Crossette 40 2 300 Shot 0 Purple Lemon & Seablue Scenery 300 2 210 Shot X Lemon & Cherry Rhyme of Dancing 210 2 225 Shot Gold Mines Green Glitter Pink Crossette 225 2 150 Shot Red Time Rain & Crackling Stars 150 1 250 Shot Fan Brocade Tail Brocade Crown Crossette 250 2 10x8 Gold Chrys Silver Crackling Flower Tail 80 2 Total Multiple Effects Barrages in Display 2470 City of Stillwater 7/4/2015 Patriotic Shell Segment Size Qty Gold Wave Blue to Red Chrysanthemum w/Red Tail 4 2 Red White & Blue Chrysanthemum w/ Silver Strobing Pistil 4 2 Silver Wave to Blue w/Brocade Red Pistil & Red Tail 4 2 Blue to Red to Silver Crown w/ Silver Tail 4 2 Silver Wave to Red to Blue w/Crackling Crossette Pistil & Tail 5 3 Red to Silver Peony w/Blue to Red Pistil & Red Tail 5 3 Half Red Half Blue Chrysanthemum w/Red Tail 5 3 Red to Silver Chrysanthemum w/Blue to Red Pistil & Silver Tail 5 3 Red White & Blue Chrysanthemum w/White Strobe Pistil 6 2 Glittering Silver to Red & Blue w/ Coconut Pistil & Silver Tail 6 2 Half Red Half Blue Chrys w/ Silver Strobing Pistil & Red Tail 6 2 Total Patriotic Shell Segment Effects in Display 26 City of Stillwater 7/4/2015 Signature Pattern Shell Segment Size Qty Falling Small Flowers in Red Circle w/Rising Flowers 5 2 Butterfly in Circle w/ Green Tail 5 2 Red Cover Green Ring w/ White Strobe Pistil & Silver Tail 5 2 Poinsettia Multicolor (Magenta Aqua Cyan Lemon) w/ Silver Tail 5 2 Red to Blue Cross Ring w/ Silver Crackling Pistil & Blue Tail 5 2 Violet & Gold Glitter Crossette Ring 5 2 Thousands Color Rings w/Rising Rings 6 2 Purple 7 Stars w/Gold Wave Green Ring & Purple Tail 6 2 Eclipse Three Band Double Chase w/ Gold Tail 6 2 Double Dark Rings Red in Green & Silver in Red w/ Silver Tail 6 2 Gold Wave Chrysanthemum to Strobing Ring w/ Strobing Pistil 8 2 Elephant w/Rising Flowers 8 1 Red to Dark Green w/Three Brocade Crown Rings 8 2 Milky Way w/Rising Flowers 8 1 Total Signature Pattern Shell Segment Effects in Display 26 City of Stillwater 7/4/2015 Finale Size Qty Finale Titanium Salute w/ Heavy Report & Whistling Tail 3 60 Finale Crackling Spider w/Crackling Tail 3 36 Finale Titanium Salute w/Red Tail 3 36 Finale Titanium Salute w/Heavy Report & Crackling Tail 3 60 Finale Rainbow Mag Color Dahlia w/White Strobe Pistil 3 36 Finale Titanium Salute w/Blue Tail 3 36 Finale Titanium Salute w/ Silver Tail 3 72 Finale Gold Spider w/ Gold Tail 3 36 Finale Crackling Nishiki Kamuro Niagara Falls 3 36 Finale Titanium Linear Cylindrical Salute w/ Strobing Tail 3 72 Finale Orange Aqua & Purple Chrysanthemum w/Purple Tail 3 36 Finale Red White & Blue Variegated Chrysanthemum w/Red Tail 3 36 Finale Nishiki Kamuro Niagara Falls 4 18 Finale Silver Time Rain Coconut Tree w/ Silver Tail 4 18 Finale Crackling Nishiki Kamuro Niagara Falls 4 18 Finale Titanium Salute w/ Crackling Tail 4 81 Blue Chrysanthemum w/ Spangle Palm Pistil & Silver Tail 4 3 Gold Wave to Violet Chrysanthemum w/ Gold Tail 4 3 Silver Crackling Flower Palm Tree w/ Crackling Tail 4 3 Blue Diadem w/Red Pistil & Red Tail 4 3 Red to Green Flashing Big Willow w/Silver Tail 4 3 Kamuro Ending w/Red Tips & Silver Tail 4 3 Kamuro to Green w/ Silver Tail 4 3 Brocade Crown to Rainbow w/ Whistling Tail 4 3 Green to Yellow to Silver Flashing Chrysanthemum w/Silver Tail 5 4 Red Gamboge to Green to Purple w/ Palm Core & Silver Tail 5 4 Magenta to Crackling Chrysanthemum w/Blinking Pistil & Tail 5 4 Diadem to Titanium Reports w/ Whistling Tail 5 3 Brocade Crown w/Red Core w/Red Tail 5 4 Brocade Crown to Purple w/Brocade Ring & Crackling Tail 5 4 Kamuro w/Blinking Pistil & Silver Tail 5 4 Red to Blue to Gold Crackling Chrysanthemum w/ Crackling Tail 6 3 Red Wave w/ Gold Crack Chrysanthemum Pistil & Crackling Tail 6 3 Gold Willow w/ Red Tips & Blinking White Pistil & Red Tail 6 3 Diadem Chrysanthemum w/Palm Flower Core w/Silver Tail 6 3 Brocade Crown w/Variegated Double Pistil & Silver Tail 6 3 Gold Kamuro to White Twinkling w/ Orange Pistil & Gold Tail 6 3 City of Stillwater 7/4/2015 Green to Silver to Purple Wave w/ Orange Pistil & Silver Tail 8 2 Aqua to Orange Chrysanthemum w/Coconut Pistil & Orange Tail 8 2 Purple to Seablue to Red Chrysanthemum w/ Double Pistil & Tail 8 2 Brocade Diadem w/Purple Pistil & Purple Tail 8 2 Gold Kamuro w/ Multicolor Palm Pistil & Whistling Tail 8 2 Brocade Crown w/ Saphire Blue Pistil 8 2 Silver Chrysanthemum w/Red Pistil & Jetting Comets 10 2 Gold Brocade Kamuro to Silver Chrysanthemum 10 2 Red Strobing Nishiki Kamuro Niagara Falls in Dahlia 10 2 Magnetic White To Green Strobe Pistil w/ Silver Tail 12 1 Brocade Crown to Silver Waterfalls w/ Silver Tail 12 1 Total Finale Effects in Display 776 Memorandum Date: January 27, 2015 To: Mayor and City Council Cc: Parking Commission Members; Community Development Director Bill Turnblad; Interim City Administrator Shawn Sanders From: Chief John Gannaway Subject: Replacing Parking Enforcement Vehicle The primary Parking Enforcement Vehicle needs to be replaced. It is a 2008 and is starting to have significant mechanical issues. We have selected the Chevrolet Colorado as a replacement vehicle. Parking Enforcement personnel need some type of utility/pick-up vehicle to carry not only everyday equipment, but also to move signs, cones, barricades, etc... The Police Department did receive a lot of negative public feedback from the current full-sized pick-up when utilized as a Parking Enforcement vehicle, hence the smaller sized pick-up. There are two options to acquire the new vehicle: The first being purchasing the vehicle through the MN State Contract, both vehicles are around $23,500 each; the second option would be to lease the vehicle through Enterprise Fleet Management for an estimated cost of $16,565.05. The lease cost is less expensive because we would trade in the current Parking Enforcement vehicle, and the re -sale value is deducted into the monthly cost of the lease. The lease also includes full maintenance cost (except tires). If we purchased the vehicle via the MN State Contract, we would get no credit for existing vehicle (it is sold at State Auction, and proceeds would go back into the Parking Enterprise Fund, State Auction prices are always underwhelming). The Police Department is currently leasing all of its unmarked vehicles and we have been very pleased with the costs and how the program is functioning. Staff is recommending that we be allowed to enter into a lease agreement with Enterprise Fleet Management for an estimated $279.76, or $16,565.05 for five years (cost is estimated as we do a�� not know the exact resale of current vehicle that will be credited to lease costs, but Enterprise does estimate conservatively, so the potential is that it will be less expensive) RESOLUTION 2015-042 A RESOLUTION SUPPORTING DEDICATED STATE FUNDING FOR CITY STREETS WHEREAS, Minnesota contains over 141,000 miles of roadway, and over 19,000 miles —or 13 percent -- are owned and maintained by Minnesota's 852 cities; and WHEREAS, over 80 percent of municipal streets are ineligible for dedicated Highway User Tax Distribution Fund dollars; and WHEREAS, the more than 700 Minnesota cities with populations below 5,000 are ineligible for dedicated Highway User Tax Distribution Fund dollars; and WHEREAS, city streets are a separate but integral piece of the network of roads supporting movement of people and goods; and WHEREAS, existing funding mechanisms, such as Municipal State Aid (MSA), property taxes and special assessments, have limited applications, leaving cities under -equipped to address growing needs; and WHEREAS, city cost participation in state and county highway projects diverts resources from city -owned streets; and WHEREAS, maintenance costs increase as road systems age, and no city --large or small —is spending enough on roadway capital improvements to maintain a 50-year lifecycle; and WHEREAS, for every one dollar spent on maintenance, a road authority --and therefore taxpayers --save seven dollars in repairs; and WHEREAS, cities need greater resources, including an additional dedicated state funding source for transportation, and flexible policies in order to meet growing demands for street improvements and maintenance. NOW, THEREFORE, BE IT RESOLVED by the Stillwater City Council that the City of Stillwater supports an omnibus transportation funding bill that provides additional dedicated state funding for city streets including funding that can be used for non-MSA city street maintenance, construction and reconstruction. Adopted by the Stillwater City Council this 3rd day of March, 2015. Ted Kozlowski, Mayor ATTEST: Diane F. Ward, City Clerk iliwater H E 6 1 R 1 H P 1 ACE OF MINNESOTA CITY COUNCIL COUNCIL DATE: March 3, 2014 CASE NO.: 2014-39 APPLICANT: Thad Rich REQUEST: 1) Approval of Preliminary Plat for RICHLIND, an 8 Lot Residential Subdivision; 2) Approval of associated variances; and 3) Conceptual approval of rezoning LOCATION: 13310 Boutwell Road REVIEWERS: Community Development Director, City Engineer, Fire Marshal, City Attorney, Middle St. Croix Watershed Management Organization REPORT BY: Abbi Wittman, City Planner BACKGROUND Thad Rich plans to develop 7.82 acres of land located at 13310 Boutwell Road, currently a single parcel containing one residence. A total of 8 lots, to be known as Richlind, are proposed; one new lot would contain the existing residence. All lots would access Boutwell Road via a single cul-de-sac road proposed to be named Richlind Ranch Court. SPECIFIC REQUEST The City Council is asked to consider taking the following actions: 1. Approval of the following variances: a. For right-of-way construction: A 5' variance to the 60' wetland buffer required for a "Wetland 1" type to allow disturbance associated with the construction of the right-of-way. b. For storm sewer construction: 1) A 55' variance to the 60' wetland buffer required for a "Wetland 1" type; and 2) a 35' variance to the required buffer for a "Wetland 4" type to allow disturbance associated with the installation of storm sewer improvements. Richlind March 3, 2015 Page 2 c. For existing home: 1) A 5' variance to the 60' wetland buffer of one wetland; and 2) a 20' variance to the 20' wetland buffer for a second wetland. d. For front yards: A 5' variance to the 30' front yard setback for Lots 1, and 3-7 to allow future homes to be located 25' from the front property line. e. Buildable area: A 557 square foot variance to the minim buildable area for Lot 1. f Cul-de-sac length: A 70' variance to the 600' maximum cul-de-sac length. 2. Approval of the Preliminary Plat. 3. Conceptual approval of rezoning from AP, Agricultural Preserve to RA, Single Family Residential The Joint Planning Board is required to take action prior to a Council decision on the rezoning. But, a quorum of Joint Board members could not be convened in February. So, the Council can either give conceptual approval now and formal approval with the final plat, or table the preliminary plat approval until the Joint Board can convene and take action on the zoning. RECOMMENDATIONS Based upon hearing testimony and the attached Planning Report details, the following recommendations are forwarded to the Council: Planning Commission Recommendation Conditional recommendation to approve the preliminary plat and associated variances, and approval of the rezoning; all with the conditions found in the Planning Report. Park Commission Recommendation Unanimous recommendation, in lieu of land or improvements, to require park dedication obligations to be satisfied through a fee payment of $16,000 and trail dedication obligations to be satisfied through a fee payment of $4,000. Staff Recommendation City staff recommends: 1) conceptual approval of the rezoning, 2) approval of the preliminary plat as conditioned by the Planning Commission, 3) approval of the associated variances, and 4) amendments to the following Planning Commission conditions: 5. The amended Preliminary Plat, shall be reviewed by the Middle St. Croix Watershed Management Organization prior to the submittal of the Preliminary Plat to the City Council. WMO recommended conditions will be incorporated by reference into this approval include: Richlind March 3, 2015 Page 3 a) Reduce the maximum ponding depth in the infiltration basin to 21.6" to achieve drawdown in 48 hours. The infiltration design rate for SM soils is 0.45" per hour. Provide sufficient area to retain the full 2,445 cubic feet of storage at a maximum ponding depth of 21.6" within the infiltration areas. b) Forebays cannot be credited for volume reduction. c) Provide a cross section of the infiltration basins indicating soil types and elevations in compliance with design guidance in the most recent version of the Minnesota Stormwater Manual. d) Submit a legally binding maintenance agreement for stormwater features. e) Hydrocad summary submitted does not match the conditions on the plan and must be corrected and resubmitted. f) Pipe run OCS #3 to STMH #4 is labeled as a 12" RCP and a 21" RCP. g) Grate for OCS #5 must have incorrect dimensions. 7. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required, as will associated maintenance documents as well as an associated Stormwater Maintenance Plan that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. 12. This development shall be responsible for paying 2015 development impact fees, or impact fees of the year the Final Development Plat is approved, including the Transportation Adequacy/Mitigation Fee, the AUAR fee and trunk sewer and water fees. These fees shall be due prior to release of the final plat for recording with Washington County. 14. A spur shall be added to the western edge of the cul-de-sace right-of-way for future transportation development needs. ATTACHMENTS Site Location Map Planning Report Preliminary Plat and Plans Variance Approval Resolution Preliminary Plat Approval Resolution The Birthplace of Minnesota 13310 Boutwell Road SITE LOCATION 0 80 160 320 Feet PLANNING COMMISSION MEETING DATE: February 11, 2014 CASE NO.: 2014-39 January 14, 2015: Planning Commission (tabled at developer's request) APPLICANT: Thad Rich, property owner REQUEST: 1) Rezoning to RA, One -Family Residential 2) Variances 3) Preliminary Plat approval of Richlind, an 8 lot residential subdivision at 13310 Boutwell Road COMPREHENSIVE PLAN: LDR, Low Density Residential REVIEWERS: Community Development Director, City Engineer, Fire Marshal, City Attorney, Middle St. Croix Watershed Management Organization PREPARED BY: Abbi Jo Wittman, City Planner BACKGROUND Thad Rich plans to develop 7.82 acres of land located at 13310 Boutwell Road, currently a single parcel containing one residence. A total of 8 lots, to be known as Richlind, are proposed; one new lot would contain the existing residence. All lots would access Boutwell Road via a single cul-de-sac road proposed to be named Richlind Ranch. SPECIFIC REQUEST In order to develop the property as proposed, Thad Rich has requested approval of the following: 1. Rezoning to RA, One -Family Residential. 2. Variances: a. To the 60' Wetland Buffer requirement for disturbance associated with the construction of the right-of-way. b. To the 60' Wetland Buffer requirement for disturbance associated with the installation of storm sewer improvements. c. To the 60' Wetland Buffer for the preexisting structure on lot 2 to be located 55' from a wetland. d. To the 20' structure setback from a Wetland Buffer for the preexisting structure on lot 2 to be located 55' from a wetland. e. To the 30' front yard setback area for lots 3-6 for a structure to be located 25' from the property line. f. To the 25' rear yard setback area for lot 7 for a structure to be located 10 ' from property line. g. To the 600' maximum cul-de-sac length for a 670' long cul-de-sac. 3. Preliminary Plat of Richlind, an 8 lot single family development. EVALUATION OF REQUEST I. ANNEXATION On January 6, 2015 the City Council approved a Resolution to annex all lands remaining in the Orderly Annexation Area, which the subject parcel is included in. Consideration of conceptual approval of annexation is no longer required. II. REZONING Mr. Rich is proposing to rezone the property to RA, One -Family Residential. The Comprehensive Plari s guided use for the property is Low Density Residential, for a total of 1 to 4.4 units per acre. The proposed rezoning is consistent with this future land use classification. III. VARIANCES The City of Stillwater has a joint powers agreement with the Middle St. Croix Watershed Management Organization (MSCWMO). As such, the City has adopted the MSCWMO's minimum buffer and structural setbacks from wetlands. Within the wetland buffer area, no development grading may occur. Wetland Type Minimum Buffer Width Minimum Structural Setback from Buffer Maintenance of un-mowed natural vegetation Principle and accessory structure location, measured from the upslope edge of the buffer. Preserve 60' 20' Maintain 30' 20' WETLAND BUFFER REQUEST A. Allow for a 5' variance to the Wetland 1 60' wetland buffer for disturbance associated with the construction of the right-of-way. B. Allow for a 55' variance to the Wetland 1 60' wetland buffer and a 35' variance to the Wetland 4 60' wetland buffer for disturbance associated with the installation of storm sewer improvements. CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 2 of 9 C. Allow for a 5' variance to the 60' wetland buffer for the preexisting structure on lot 2 to be located 55' from a wetland. WETLAND BUFFER STRUCTURE SETBACK REQUEST D. Allow for a 20' variance to the 20' wetland buffer setback for the preexisting structure on lot 2 to be located 55' from a wetland. ZONING REGULATION REQUESTS E. Allow for a 5' variance to the 30' front yard setback for Lots 1, and 3-6 for future structures to be located 25' from the property line. F. Allow for a 15' variance to the 25' rear yard setback for Lot 7 for the future structure to be located 10' from the property line. G. Allow for a 557 square foot variance to the minim lot area for Lot 1. SUBDIVISION REGULATION REQUEST H. Allow for a 70' variance to the 600' maximum cul-de-sac length. ANALYSIS Section 31-208, Variances, indicates the Planning Commission may grant a variance, but only when all of the following conditions are found: 1. The variance is in harmony with the general purposes and intent of this chapter. The general purpose and intent of the Zoning Code is to regulate and restrict use of land for the protection of public health, safety and welfare. The Wetland Buffer and Structure Setback variances as well as the Zoning and Subdivision Regulation variances are in harmony with the general purpose and intent of the Zoning Code. 2. The variance is consistent with the comprehensive plan. The comprehensive plan encourages development that relates to the natural settings, and it is the City's implementation strategy to develop buffering plans as a strategy for environmental protection. The comprehensive plan stresses the preservation and protection of wetlands. As such, the City has entered into agreements with the WMOs and Watershed Districts to manage wetlands and wetland buffer areas. Comprehensive plan Chapter 3, Natural Resources, identifies this parcel as a Semi - Natural Area on Figure 3.1, Natural Features and Corridors. These are areas of land not subject to active use, but which are not dominated by vegetation native to Minnesota. The comprehensive plan indicates these areas can officer CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 3 of 9 significant benefit for wildlife areas and for water quality protection, and often from important buffers around remnants of native habitat. While variances to the wetland buffer and associated structure setback are proposed, two of these variances are for a preexisting structure that was built prior to the adoption of the Comprehensive Plan and the Wetland Conservation Act. The variances for the infrastructure improvements minimize the impact to the wetlands, further supporting the comprehensive plan. Lastly, the zoning and subdivision regulation variances help support Conservation Design Subdivision principles encourage in the Comprehensive Plan. The thoughtful siting of homes, closer to a slightly longer street, enable the retention of larger areas of open space. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. "Practical difficulties," as use in connection with the granting of a variance, means that all of the following must be found to apply: i. The property owner proposes to use the land in a reasonable manner for a use permitted in the zone where the land is located, but the proposal is not permitted by other official controls; The property owner proposes developing the land in a reasonable manner. Alternatives designs have been considered; those designs create negative impacts to the natural environment in this location. ■ Wetland Buffer Request: the storm sewer improvements are reasonable, minimizing the impacts to the wetlands while creating a system to allowing for adequate drainage. The right-of-way variance allows for the construction of the road at the only accessible point from Boutwell Road to developable lands in the center of the parcel. These variances are reasonable. • Wetland Buffer Structure Setback Request: the variances are reasonable as the existing structure is allowed to remain and be maintained. No further building encroachment would occur. • Zoning Regulation Requests: o The front yard setback variances help ensure homes will be built further from the wetlands. While lot 1, a corner lot, would have a 25' front yard setback off of Boutwell Road, the structure will be situated 40' from the off street trail in this location. These variances are reasonable. o The rear yard setback variance for lot 7 is not reasonable as the rate control pond can be resized in a fashion where an additional 15' of rear yard could be added to the east side of this lot. CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 4 of 9 o The minimum area variance for lot 1 is reasonable as the lot is significantly greater than the minimum 10,000 square feet. However 15,719 square feet of this (over) half acre lot is dedicated to wetlands and wetland buffers. The wetland buffer helps provide for a greater amount of yard space, preserving the intent of the minimum lot area regulation. ■ Subdivision Regulation Request: A 600' cul-de-sac restriction is to ensure no greater than 12 homes would need fire suppression service on this street. As no greater than 12 homes are proposed, a 70' extension on the cul-de-sac is reasonable. ii. The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner; and • Wetland Buffer Request: The locations of Wetland 1 and Wetland 4 create a unique circumstance, blocking access to the property. The installation of right-of-way and storm sewer improvements in this area provide access to developable lands while creating a comprehensive drainage system for the site, utilizing natural wetlands as a part of the system. • Wetland Buffer Structure Setback Request: the structure has been on this property since prior to the developer's ownership as well as the Wetland Conservation Act adoption. ■ Zoning Regulation Requests: o The front yard setback variances are due to the location of the wetlands and the wetland buffer setback areas. o The rear yard setback variance for lot 7 is due to a circumstance created by the developer. This developable lot area could be shifted to the west. o The minimum lot area variance is due to the location of the wetlands, the wetland buffer setback area, and the structural setback from a wetland buffer as well as the preexisting home on lot 2. • Subdivision Regulation Request: The location of Wetlands 1 and 4 prohibit the development of a safe access to half of the parcels proposed to be created. The extension of the road allows for greater flexibility in design, minimizing the disturbance to the existing wetlands. iii. The variance, if granted, will not alter the essential character of the locality. The essential character of the locality will not be altered by granting the wetland buffer, wetland buffer structure setback and subdivision regulation variances. The essential character of the locality will not be altered by the granting of the front yard setback and minimum lot area variances. CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 5 of 9 However, the essential character of the locality will be altered by the granting of the rear yard setback variance for lot 7 as it would situate a new structure significantly closer to the neighboring parcel than the existing structures today. Preservation of the 25' rear yard setback would maintain the largely wooded character along the east side of the property. Section 31-208 further indicates: • Economic considerations alone do not constitute practical difficulties. • A previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits. IV. PRELIMINARY PLAT Lots Lots proposed conform to the minimum standards set forth for the proposed zoning district. Engineering and Streets City Engineer, Shawn Sanders, has reviewed the preliminary plat and offers the following comments: 1. This development shall be responsible for paying development impact fees. These fees shall be due prior to release of the final plat for recording with Washington County. 2. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required as will associated maintenance documents that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. 3. Conservation easements will be required for all wetlands and wetland buffer areas. Tree Preservation and Landscaping Less than 35% of the significant trees on site are planned for removal (28.7%). And, less than 50% of the vegetation crown cover would be removed (27.5%). Therefore, no tree replacement would be required by the zoning ordinance for this residential development. The subdivision ordinance requires three trees on average for every planned lot (City Code Ch. 32, Subd. 5 (13)(q)(1)), whether tree replacement is required by the zoning CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 6 of 9 ordinance or not. So, a total of 24 trees would be required for the 8 requested lots in this preliminary plat. The developer has submitted a replanting plan depicting 24 trees on the property. City Code Sec 31-402, Subd 7 (q)(2)1 prohibits the removal of any trees greater than 6" DBH within the required buffer areas of wetlands. The proposed grading plan shows the removal of 6 trees from wetland buffers. These trees, however, are in the wetland buffer area proposed to be disturbed for right-of-way improvements, as requested in the variance section, above. Because there are oak trees on the site, care must be taken to prevent spread of oak wilt. Pruning and grading near any of the oak trees to be saved, especially the red oak, shall not occur between April15th and July 1st, unless a professional forester has prepared an oak impact plan that is approved by the City in advance of work on site. Park and Trail Dedication The Comprehensive Plari s park element shows no planned parks on or through the property. So, the contribution to the park system would likely have to be in the form of a fee, which would be $2,000 per lot. In terms of trails and sidewalks, sidewalks are not proposed in this development though a sidewalk should be located on, at least, one side of the right-of-way. The sidewalk should connect to the Boutwell Road North off street trail. The developer will be responsible for a $500 contribution per lot to the city's public trail system. The Park and Recreation Commission will review the plans on January 26, 2015. ALTERNATIVES AND RECOMMENDATION Regarding the variance requests, city staff recommends practical difficulty has been established for the following variance requests and would recommend approval of: 1. A 5' variance to the Wetland 1 60' wetland buffer for disturbance associated with the construction of the right-of-way. 2. A 55' variance to the Wetland 1 60' wetland buffer and a 35' variance to the Wetland 4 60' wetland buffer for disturbance associated with the installation of storm sewer improvements. 3. A 5' variance to the 60' wetland buffer for the preexisting structure on lot 2 to be located 55' from a wetland. 4. A 20' variance to the 20' wetland buffer setback for the preexisting structure on lot 2 to be located 55' from a wetland. 5. A 5' variance to the 30' front yard setback for Lots 1, and 3-6 for future structures to be located 25' from the property line. 6. A 557 square foot variance to the minim lot area for Lot 1. ' The need for this wetland buffer requirement to be met is triggered by Ch 31-522, Subd 3(a) CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 7 of 9 7. A 70' variance to the 600' maximum cul-de-sac length. On the basis practical difficulty has not been established, city staff further recommends the denial of a 15' variance to the 25' rear yard setback for Lot 7 for the future structure to be located 10' from the property line. Regarding the preliminary plat, the Planning Commission has the following alternatives: 1. Recommend to the City Council approval, with or without conditions, of the preliminary plat and plans as submitted (which will include the variances). If the Commission would like to recommend approval, staff would recommend the following conditions: a. The site shall be developed in substantial conformance with the 1/30/2015 Preliminary Plat Resubmittal plan set on file with the Community Development Department, except as may be modified by the conditions herein or variances denied. b. The variances and rezoning will not take effect until the final plat is approved by the City Council. c. A total of 433 square feet of Wetland 1 and 544 square feet of Wetland 4 are recognized as a di minimus. No wetland fill shall occur. d. Storm ponds should be designed to reflect the new rainfall data from National Weather Service Atlas 14. e. The amended Preliminary Plat shall be reviewed by the Middle St. Croix Watershed Management Organization prior to the submittal of the Preliminary Plat to the City Council. WMO recommended conditions will be incorporated by reference into this approval. f. All electrical and communications utility lines shall be buried. This shall be specified in the plans submitted for final plat approval. g. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required, as will associated maintenance documents that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. h. Civil engineering plans submitted with final plat application materials must be consistent with the City Engineer comments found in this report, and the plans must be found satisfactory to the City Engineer. i. Conservation easements for all Lots will be required to be filed with the final plat for all wetlands and wetland buffer areas. These must be submitted to the City for approval of form and content together with final plat application materials. j. Home Owner's Association documents including stormwater facilities maintenance must be submitted with final plat application for approval CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 8 of 9 by the City. When approved by the City, they must be filed together with the final plat. k. This development will be responsible for paying $2,500 per lot to the City for park and trail dedication fees. These fees may be reduced by crediting trail construction costs if found acceptable to the Park Commission and City Council and thereafter included in the Development Agreement associated with this plat. These fees will be due prior to release of the final plat from the City for recording with Washington County. 1. This development shall be responsible for paying 2015 development impact fees including the Transportation Adequacy/Mitigation Fee, the AUAR fee and trunk sewer and water fees. These fees shall be due prior to release of the final plat for recording with Washington County. m. Pruning and grading near any of the oak trees to be saved, especially the red oak, shall not occur between April 15th and July 1st, unless a professional forester has prepared an oak impact plan that is approved by the City in advance of work on site. 2. Recommend to the City Council denial of the preliminary plat. If the Commission recommends denial, the Commission must state reasons for the denial. 3. Table the preliminary plat, requesting updates plans. Staff recommends the Commission recommend approval of the Preliminary Plat with the aforementioned conditions. ATTACHMENTS Site Location Map Watershed District Map Development Narrative Development Plans CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 9 of 9 DESIGN)" 901 N 3rd St, Suite 120 Minneapolis, MN 55401 612.260-7980 www.elanlab.com January 30, 2015 Abbi Wittman City Planner City of Stillwater 216 Fourth Street North Stillwater, MN 55082 RICHLIND 13310 Boutwell Road, Stillwater, MN RE: Project Narrative Dear Ms. Whitman: Attached is the revised preliminary plat application and plans for what is now an 8 lot subdivision of the parcel located north of Boutwell Road between Boutwell Place and Newberry Court in Stillwater Township, Minnesota. The previous application reviewed by city staff included 10 lots. The property will be annexed by the City of Stillwater prior to final plat and it will then be rezoned to RA -One Family Residential Zoning District. The project is proposed to be developed as a standard subdivision with two variances; a wetland buffer reduction for the existing home that existed before the watershed enacted their rules and a 5 foot front yard setback reduction for the lots adjacent to the wetlands to enable the new homes to be built without impacting the buffers. The justifications for these variances is addressed in more detail later in this narrative. The 8 residential lots are served by a public street approximately 670 feet in length. The total parcel is 7.82 acres, with 1.18 acres of wetland, 0.85 acres of new and 0.38 acres of existing Boutwell Avenue right of way. This results in a gross density of 1.08 units per acre and a net density of 1.49 units per acre. Municipal utilities are available to serve the site from Boutwell Road and Boutwell Place. The sanitary sewer in Boutwell Road is too shallow requiring the connection to Boutwell Place. Municipal water will be extended from Boutwell Road to the end of the cul-de-sac. Storm drainage is treated on -site with discharge from major events through an existing 12" pipe connecting to the storm sewer in Eagle Ridge Trail. The stormwater management system is discussed in detail in the stormwater narrative. All of the proposed lots meet the minimum area, width and depth requirements for the RA -One Family Residential Zoning District. Site Analysis & Planning I Civil Engineering I Landscape Architecture I Construction Services Existing Site Conditions The site is presently occupied by a single family home and one outbuilding. There is approximately 35 feet of overall relief on the property from a high point near the existing home to a low point in wetland #2. The majority of the site is wooded a mixture of large hardwood (oak, cherry, & ash) and softwoods (poplar, cottonwood, silver maple). The southwest corner of the site drains to a landlocked wetland that only overflows to the north under the periods of extreme precipitation. The southeast corner of the site drains to the east into a pond/wetland adjacent to Boutwell Place. The northern portion of the site drains to three wetlands, which overflow through a 12" PVC line to Eagle Ridge Trail. The Web Soil Survey indicates the prevalence of Ronneby fine sandy loam and Kingsley sandy loam, both hydrologic soil group (HSG) B. A copy of the soil map and a geotechnical report prepared by Element Materials Technology for the project, have been provided. The soil borings generally found topsoil underlain by silty sand (SM) in the upland areas and lean clay (CL) and clayey sand (SC) in the valley between the two hills. Groundwater was not encountered in any of the borings. There are four wetlands on the site that were delineated by Kjolhaug Environmental Services Company, Inc. and approved by a technical evaluation panel (TEP) in the fall of 2014. The largest wetland #2 met the criteria for "Maintain" classification resulting in the MSCWMO requirement for a 30 foot buffer. The other three wetlands met the criteria for "Preserve" resulting in the requirement for a 60 foot buffer. The City of Stillwater ordinances only require a 25 foot wetland buffer. Annexation / Zoning The site is presently located in Stillwater Township. On January 6`'' the Stillwater City Council approved a resolution to annex all lands remaining in the Orderly Annexation Area. The property will be located within the city prior to final plat. The property will be zoned RA — One Family Residential to be consistent with the surrounding land uses, and the comprehensive plan. Street Alignment and Grades The development is proposed to be served by a single street, Richland Ranch, which connects to Boutwell Road North just west of the existing driveway presently serving the property. The cul-de-sac is approximately 670 feet long. There are no practical ways to provide a through street connection. The proposed right of way is 50 feet wide, with a 55 foot radius in the cul-de-sac. The street is proposed to be 28 feet wide from gutter line to gutter line or 30 feet from back of curb to back of curb. The cul-de- sac pavement has a 45 foot radius. Surmountable curb is proposed throughout the development. The street's alignment was carefully chosen to minimize impacts to wetland buffers, while preserving the buildable lot areas and avoiding any setback variances for the existing home other than the wetland buffer. There is minimal slope on the street for the first 275 feet after which grade increases to traverse the slope into the ravine. The street grade was established to minimize the required grading outside of the right of way, especially adjacent to the buffer for wetland 1. 01/30/2015 Lot Summary The proposed plat creates 8 lots and an Outlot, along with the proposed public right of way. The purpose of the Outlot is to legally convey to an adjacent property owner that portion of the site that they have been occupying for an extended period of time. The proposed property line for Outlot A follows the existing fence line. It will be up to the neighbors to combine Outlot A and their lot into a single parcel. The 8 proposed lots all meet the requirements of the RA -One Family Residential Zoning District. The lot areas and dimensions are shown on the Preliminary Plat and Site Plan Lot 1 is narrower than desired for a corner lot due to the proximity of the existing home on lot 2 which is intended to remain. Lot 1 is buildable with careful attention to orientation, but a front yard setback variance will increase flexibility and allow the home to be oriented to the neighborhood rather than Boutwell.. There was earlier discussion of creating an Outlot for common ownership of the northern undisturbed area of the site. It is the property owner's desire to plat the lots as indicated in the preliminary plat to be consistent with adjacent properties. Since there are no longer storm drainage facilities located in this area there is no extraordinary burden placed upon any one property owner by including the area within the platted lots. Conservation easements will be placed over all wetlands and buffer areas. Proposed Homes The existing home with updates will remain on Lot 2. Covenants will be placed on all of the lots requiring a minimum of a 1200 square foot (SF) foundation and some stone/brick on the exterior. It is anticipated that some of the homes will be large enough (4,000 SF) to require fire suppression under the new building code. The impervious areas utilized in the drainage calculations assume each new home will have an average foot print of 1800 sf plus a three car garage. Tree Preservation The existing trees were identified and located by Cornerstone Land Surveying. A total of 362 significant on -site trees were tagged. The existing trees are shown and numbered on sheet L1.1. On sheet L1.2 we provide each tree's size, species and status (saved or removed). The plan indicates threes that will be removed as part of the street construction as well as those assumed to be removed during home construction. Of the 362 trees identified only 104 (28.7%) are proposed to be removed in total. By diameter only 26.3% of the trees are proposed to be removed — less than the 35% allowed without replacement. The tree preservation ordinance allows 50% tree canopy removal without replacement. The plans indicate 27.5% canopy removal. The Landscape Plan L2.1 provides 3 boulevard trees per lot per the ordinance requirement. However, since all of the lots are already wooded a number of the trees have been moved to the west side of the cul-de-sac to provide screening for the neighbors to the west. Utilities The site is proposed to be served by a sanitary sewer line from Boutwell Place. The pipe in Boutwell Road North is insufficiently deep to serve the northern lots. A 6" watermain will be extended from Boutwell Road to the end of the cul-de-sac. Given the length of street and the limited number of homes, looping of the water system is not required. While the city standard is a 1-inch service line, it is proposed to provide 1-1/2" services to facilitate fire suppression systems, where required or desired. 01/30/2015 The stormwater management system is described in detail in the storm water narrative. It generally consists of two larger infiltration basins and a rate control pond that discharges to Wetland #4. It is also proposed to install smaller rain gardens in each lot at the time of home construction to infiltrate the runoff from the rear sloping roofs and any other impervious areas. It is our understanding that the stormwater management system will be maintained through agreement by a homeowners association. Wetlands and Wetland Buffers There are four wetlands on the site as delineated by Kjolhaug Environmental. Kjolhaug also prepared a MN RAM assessment to determine the management level of the wetlands. The Middle St. Croix Watershed Management Organization (MSCWMO) rules call for a 30 foot wetland buffer for the largest wetland (#2) classified as "Level B Maintain". The three remaining wetlands were classified as "Level A Preserve" requiring a 60 foot buffer. On top of these buffers MSCWMO requires a 20 foot building setback to the buffer. City and watershed staff have very clearly stated that they cannot support a reduction in the buffer widths. The new plat has been designed provide the required buffers and to minimize buffer impacts during construction. Sheet C2.1 also shows 978 SF of "wetland impact". This impact, which is less than the 1000 SF de minimis allowed by the Wetland Conservation Act (WCA), without sequencing or replacement, is proposed for the sole purpose of moving the associated wetland buffer lines just enough to create room for the street right of way and rate control pond. A variance to the buffer width is requested for Lot 2 on which the existing home will be retained. This variance meets the spirit of the "grandfather" clause in the watershed's plan Section 5.3.4 Performance Standards Paragraph 6 which states, Buffer and setback requirements shall apply only to sites that have been (a) subdivided or split or (b) subject to a new primary use for which a necessary rezoning special use permit or variance has been approved. These requirements will apply on or after May 11, 2006. The existing home was built long before 2006 when the watershed rules were put into effect. City staff has expressed concern with any construction activities within the wetland buffers. The project plans reflect our understanding of this concern and every effort has been made to avoid disruption. There are three areas where the buffer is proposed to be disturbed and then restored. Two areas are proposed to be disturbed to install a storm sewer inlet and pond outlet. The inlet needs to be extended into the buffer to mimic the natural overflow for wetland 1, which is blocked by the new road. The inlet is extended into the buffer to set the pipe at the elevation of the natural wetland overflow. The rate control pond flows to wetland 4. If outlet pipe discharged at the edge of the buffer it is likely that the concentrated flow would create a long term erosion problem. It is in our opinion better to place the outlet near the wetland and disturb the buffer and restore the damage once under controlled conditions than to run the risk of a long term uncontrolled disturbance. The third area of disturbance is along the south side of the street where the road crosses the ravine. As soon as this limited area is graded it would be restored with native vegetation. ❑ E 5 I 01/30/2015 Front Yard Setback Variance We are requesting a 5' front yard setback variance for lots 1, 3, 4, 5, and 6. These lots all back up to wetlands which limit the buildable area due to the wetland buffers and setbacks to the buffers. By allowing the homes to be moved 5 feet closer to the street adequate building envelopes are created. Reducing the front yard setbacks also decreases stormwater within the development due to the shorter driveways and reduced grading impacted soils. Lot 1 is also impacted by the proximity of the existing house. The side setback between lots 1 and 2 are shown at 10 feet on the plans. However, zoning code section 31-305.RA one -family district would allow the garage side setback to be reduced by 5 feet if there is no habitable floor area closer than 10 feet from the property line. With the requested front yard variance from Boutwell it is possible to build a home on lot 1 which faces the cul-de-sac rather than Boutwell, and is consistent in width to others in the development. The resulting 25 foot front yard setback still exceeds the minimum allowed by the zoning code. Per the City of Stillwater's website, The Planning Commission may grant a variance, but only when all a set of conditions are met. These conditions along with our comments on how they are met are listed below. 1. The variance is in harmony with the general purposes and intent of this chapter. Comment: A five foot front yard setback reduction will not be noticed, especially with the vast open space preserved in this development. Allowing this variance will allow the homes to be moved further away from the wetlands and reduce runoff providing positive environmental protection. 2. The variance is consistent with the comprehensive plan. Comment: The proposed variance will allow the construction of homes of similar size and value to the surrounding neighborhoods. The project's density and lot size is consistent with the comprehensive plan and the surrounding land uses. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. Practical difficulties," as use in connection with the granting of a variance, means that all of the following must be found to apply: • The property owner proposes to use the land in a reasonable manner for a use permitted in the one where the land is located, but the proposal is not permitted by other official controls. Comment: The proposed subdivision meets all zoning and engineering standards of the City including lot size and density. The proposed setback variance allows flexibility in house placement and improved environmental protection. • The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner. Comment: The project site is an infill site surrounded by developed property. No provisions were made to serve the site from the adjacent properties in a manner that would be more sensitive to the wetlands and wetland buffers. The site's topography and isolated wetlands, combined with significant environmental controls make siting of homes on this property very difficult. The flexibility of moving homes 5 feet ❑ E 5 I G 01/30/2015 closer to the street will allow the builders greater flexibility to preserve the natural features of the site. • The variance, i'granted, will not alter the essential character of the locality. While development does not come without change, the character of this area, especially from the perspective of the surrounding area, will not be diminished. The resulting lot sizes meet the zoning ordinance, more trees are preserved than are required by the ordinance and the homes are clustered, preserving large areas of open space. Conclusion We believe that the proposed project is consistent with the City of Stillwater's Comprehensive Plan, Zoning Ordinance and Engineering Standards. The project has been designed to be sensitive to the site and preserves a significant portion of its natural features. Please feel free to contact me should you have questions or need additional information, 612-260- 7982. Sincerely, Steve Johnston, PE Principal Engineer Cc: Elan File #CLS14002 Thad Rich ❑ E 5 I 01/30/2015 OWNER/ DEVELOPER 0 NOT TO SCALE RICHLIND STILLWATER - MINNESOTA PRELIMINARY PLAT RESUBMITTAL JANUARY 30, 2015 LOCATION MAP 80TH ST N DELLWOOD RD 96 MCKUSICK RD N 15 75TH ST N z MANNING AVE 12 Q_ w z SITE • 6 OLIVE ST W N IS SN3M0 STILLWATER M YSTLEST_ j ! — GREELEY ST O USGS MAP PROJECT CONTACTS OWNER/ DEVELOPER 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 THAD RICH T (612) 770-7653 CIVIL ENGINEER ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 STEVE JOHNSTON, PE T (612) 260-7982 F (612) 260-7990 LANDSCAPE ARCHITECT ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 PILAR SARAITHONG, RLA T (612) 260-7980 F (612) 260-7990 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 6750 STILLWATER BLVD. N. SUITE 1 STILLWATER, MN 55082 DAN THURMES, LS T (651) 275-8969 F (651) 275-8976 ECONOMIC DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 ABBI WHITMAN T (651) 430-8821 F (651) 430-8810 CITY ENGINEER/ DIRECTOR OF PUBLIC WORKS CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 SHAWN SANDERS, PE T (651) 430-8830 F (651) 430-8810 WATERSHED DISTRICT MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 455 HAYWARD AVE. N OAKDALE MN, 55128 MIKE ISENSEE T (651) 330-8220 F (651) 330-7747 ELECTRIC XCEL ENERGY T (651) 779-3169 TELEPHONE QWEST FIELD ENGINEER T (651) 714-7529 NATURAL GAS XCEL ENERGY T (651) 779-3506 LEGAL DISCRIPTION (AS PROVIDED BY THE OWNER) All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right —of— way of the Minneapolis —St. Paul and Suburban Railway Co.; thence Southeasterly along said right—of—way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. SURVEY NOTES 1. BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM. NAD 1983 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONSOR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT ELEVATIONS. SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN UNDERGROUND UTILITY NOTES THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. WETLAND NOTES 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014. TREE SURVEY NOTES THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 DESIGN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com NOT TO SCALE 1. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNERSTONE LAND SURVEYING. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. PROJECT NO. CLS14002 / 0 0- I N I � f I: / / o0o ,O 0 / / / / / ri K- I T 8"VCP • SAN NH tPIM=905.G1 INV=6°17.4 yi 0 STS MH 910- RIM=902.2 NV=906.5 FOUND,/2 INCH IRON PIPE MARKED ---�� RLS 9232 6 /b / /�C) / / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 \ WETLAND #2 AREA = 34,472 SQ.FT. EXISTING LEGAL DESCRIPTION: (AS PROVIDED BY THE OWNER) 12"PVC INV=207.4 P0 7 WETLAND #3 AREA = 2,857 SQ.FT. All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right -of- way of the Minneapolis -St. Paul and Suburban Railway Co.; thence Southeasterly along said right-of-way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. N P SHED\ FOUND 1/2 INCH IRON PIPE MARKED r--RLS 9232 809.97 S00°02'52 "E SYMBOLS: IS GM x x MANHOLE CULVERT GAS METER FENCE CONCRETE • DENOTES FOUND 1/2" IRON PIPE o DENOTES SET 1/2" IRON PIPE MARKED RLS 25718 460 LT �0 4 \ - WEST LNEOF THE EAST 1/2 OF THE HW 1/4 OF SEC. 22, T30 0 6 0 6 r' r" ONE PARALLEL WITH THE WEST LNE OF THE EAST I/2 OF THE NW 1/4 930 7 V V N00°02'52"rW 937.91 WETLAND #4 - q14 AREA = 1,861 SQ.FT. SCALE IN FEET • CATCH BASIN HYDRANT SIGN WATER VALVE UTILITY POLE LIGHT POLE TELE/ELEC BOX GAS VALVE OVERHEAD WIRES WELL Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 92,7 NORTH SURVEY NOTES: WETLAND #1 AREA = 13,415 SQ.FT. 922 I BENCH MARK #2 LI . BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONS OR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT ELEVATIONS. 5. UNDERGROUND UTILITIES NOT LOCATED OR SHOWN. AREAS: EXISTING TOTAL AREA = 340,813 SQ. FT./7.82 ACRES IMPLIED 33' BOUTVVELL ROAD N. RIGHT OF WAY = 16,388 SQ.FT. / 0.38 ACRES FLOOR o SAN NH INV=q20.0( LAN) 7 UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. r GI 14 / / / zr BENCH MARK #1 WETLAND NOTES: 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. TREE SURVEY: 1. TREES SHOWN ON THIS SURVEY WERE FIELD LOCATED ON 9-8-14. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: WASHINGTON, COUNTY VICINTIY MAP MARYKNOLL DR. REVISIONS: DATE REVISION 6-9-14 PRELIMINARY 9-8-14 REVISED 12-12-14 REVISED CERTIFICATION: o I hereby certify that this plan was prepared by me, or under my direct supervision, and that 1 am a duly Licensed Land Surveyor under the laws of the state of MINNESOTA. Daniel L. Thurmes Registration No: 25718 Date: PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANE) SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 EXISTING CONDITIONS C 1 . cr / \ r / 0co 0 CV 9/6- K- I 8"VC/ • SAN NH C V-905A INV=897.4 yi — STS NH 9�00� RIM=909.2 NV=906.5 6 1 FOUND 2 INCH IRON PIP MARKED RLS 9232 / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 , Tag Number Tree Species DBH Notes 1 701 Silver Maple 36 1 702 Silver Maple 22 1 703 Silver Maple 34 1 704 Silver Maple 43 1 705 Silver Maple 39 1 706 Paper Birch 11 1 707 Silver Maple 24 1708 Cottonwood 23 1 709 Scotch Pine 25' 1710 Poplar 25 1 71 1 Silver Maple 27 1712 Ash 7 1713 Poplar 22 1714 Ash 8 1715 Pine 15' 1 716 Sugar Maple 9 1717 Sugar Maple 13 1718 Ash 9 1719 Ash 9 1720 Pine 25' 1721 Pine 25' 1 722 Mountain Ash 14Multi Stem 1723 Cottonwood 63 1724 Cottonwood 46 1725 Cottonwood 31 1726 Cherry 18 1 727 Cherry 12Multi Stem 1 728 Cherry 14Multi Stem 1 729 White Oak 17 1 730 White Oak 25 1 731 White Oak 24 1732 Poplar 11 1733 Poplar 10 1734 Poplar 12 1735 Poplar 10 1736 Poplar 9 1737 Poplar 9 1738 Poplar 8 1739 Poplar 7 1740 Poplar 8 1741 Poplar 9 9 I 1 742 Paper Birch 31 1743 Poplar 8 1744 Poplar 27 1745 Poplar 7 1746 Poplar 7 1747 Cherry 13 1 748 Paper Birch 12Multi Stem 1 749 Paper Birch 12Multi Stem 1 750 Paper Birch 8 1 751 Paper Birch 13 1 752 Paper Birch 12 1753 Ash 9 1754 Ash 9 1755 Ash 10 1756 Cherry 14 1757 Poplar 31 1758 Poplar 17 1759 Poplar 6 1760 Poplar 17 1761 Poplar 17 1762 Poplar 10 1763 Ash 8 1 764 Paper Birch 14Multi Stem 1765 Ash 8 1766 Poplar 16 1767 Poplar 11 1768 Poplar 12 1769 Poplar 11 1770 Poplar 14 1771 Poplar 11 1772 Poplar 11 1773 Oak 13 1774 Oak 14 1775 Ash 11 1776 Poplar 16 1777 Basswood 49 1778 Poplar 12 1 779 Paper Birch 11 1 780 Paper Birch 24Multi Stem 1781 Cherry 6 1 782 Paper Birch 12 1 783 Silver Maple 30 xo 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1794 1795 1796 1797 1798 1799 1800 1801 1802 1803 1804 1805 1806 1807 1808 1809 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 1820 1821 1822 1823 1824 1825 WETLAND #3 AREA = 2,857 SQ.FT. ( Paper Birch Paper Birch Paper Birch Paper Birch Paper Birch Paper Birch White Oak Paper Birch White Oak White Oak White Oak 20 10 10 12Multi Stem 39Multi Stem 33Multi Stem 19 39 30 17 11 White Oak 11 White Oak 33 White Oak 16 White Oak 12 Poplar 14 White Oak 17 Poplar 10 Poplar 11 Paper Birch 15 Paper Birch 12 Poplar 15 Paper Birch 14 Ash 11 Paper Birch 16Multi Stem Silver Maple 23 Paper Birch 29Multi Stem Paper Birch 11 Paper Birch White Oak Paper Birch Paper Birch White Oak Poplar Poplar Poplar Poplar Poplar Poplar Poplar Poplar Poplar 12 24 15 10 12 11 11 11 10 10 10 12 15 14 rn 7 1826 White Oak 11 1827 Poplar 17 1828 Poplar 12 1829 Poplar 12 1830 Poplar 14 1831 Poplar 11 1832 Poplar 10 1833 Poplar 15 1834 Poplar 11 1835 Poplar 6 1836 Poplar 7 1837 Poplar 7 1838 Poplar 10 1839 lost 1840 Poplar 12 1841 Poplar 10 1842 Poplar 10 1843 Poplar 11 1844 Poplar 12 1845 Poplar 14 1846 Poplar 10 1847 Poplar 13 1848 Poplar 8 1849 Oak 8 1850 Poplar 11 1851 Poplar 13 1852 Poplar 12 1853 Poplar 10 1854 Poplar 12 1855 Poplar 13 1856 Poplar 11 1857 Poplar 9 1858 Poplar 14 1859 Poplar 9 1860 Poplar 9 1861 Poplar 10 1862 Cherry 6 1863 Poplar 8 1864 Poplar 16 1865 White Oak 55 1866 Pin Oak 10 1867 Red Oak 39 A� FOUND 1/2 INCH IRON PIPE MARKED LS 9232 809.97 S00°02'52 "E Cr- / • r' L/ 1868 Red Oak 7 1869 Poplar 10 1870 Poplar 13 1871 Poplar 10 1872 Poplar 13 1873 Poplar 11 1874 Poplar 10 1875 Poplar 14 1876 Poplar 12 1877 Poplar 12 1878 Poplar 14 1879 Cherry 13 1880 Red Oak 15 1881 Bur Oak 21 1882 Bur Oak 22 1883 Bur Oak 16 1884 Bur Oak 10 1885 Bur Oak 10 1886 Bur Oak 9 1887 Bur Oak 8 1888 Cherry 8 1889 Poplar 14 1890 Poplar 11 1891 Poplar 12 1892 Poplar 15 1893 Poplar 9 1894 Poplar 14 1895 Oak 16 1896 Poplar 12 1897 Poplar 8 1898 Scotch Pine 20' 1899 Spruce 20' 1900 Spruce 20' 1901 Pine 20' 3401 Bur Oak 8 3402 Bur Oak 18 3403 Bur Oak 8 3404 Cherry 18 3405 Bur Oak 13 3406 Bur Oak 6 3407 Poplar 11 3408 Poplar 11 �0 N 00 6 0 6 r / r' I-' ONE PARALLEL WITH THE WEST LNE OF THE EAST I/2 OF THE NW 1/4 930 \ WEST LNEOF THE EAST 1/2 OF THE W 1/4 OF SEC. 22, T30 3409 Red Oak 12 3410 Poplar 10 3411 Poplar 10 3412 Poplar 13 3413 Poplar 11 3414 Silver Maple 24Multi Stem 3415 Silver Maple 25Multi Stem 3416 Poplar 18 3417 Red Oak 10 3418 Ash 10 3419 Red Oak 16 3420 Ash 18 3421 Ash 12 3422 Pine 13 3423 Poplar 10 3424 Poplar 12 3425 Poplar 6 3426 Poplar 9 3427 Poplar 12 3428 Poplar 11 3429 Poplar 13 3430 Poplar 11 3431 Poplar 10 3432 Poplar 11 3433 Poplar 12 3434 Poplar 12 3435 Poplar 14 3436 Poplar 14 3437 Poplar 15 3438 Poplar 12 3439 Poplar 11 3440 Bur Oak 36 3441 Poplar 12 3442 Poplar 13 3443 Poplar 9 3444 Poplar 13 3445 Poplar 12 3446 Poplar 12 3447 Poplar 11 3448 Poplar 11 3449 Poplar 10 3450 Bur Oak 6 3451 3452 3453 3454 3455 3456 3457 3458 3459 3460 3461 3462 3463 3464 3465 3466 3467 3468 3469 3470 3471 3472 3473 3474 3475 3476 3477 3478 3479 3480 3481 3482 3483 3484 3485 3486 3487 3488 3489 3490 3491 7 Poplar 10 Poplar 12 Poplar 10 Poplar 12 Poplar 10 Poplar 11 Poplar 11 Poplar 11 Poplar 13 Poplar 14 Poplar 9 Poplar 10 Poplar 9 Poplar 8 Poplar 9 Poplar 11 Poplar 6 Poplar 7 Poplar 8 Poplar 8 Poplar 10 Poplar 9 Poplar 8 Poplar 9 Poplar 7 Poplar 8 Poplar 9 Poplar 9 Poplar 9 Poplar 9 Poplar 8 White Oak 34 Ash 27 Poplar 12 White Oak 13 Poplar 8 Poplar 6 Poplar 10 White Oak 34 Poplar 10 Cherry 10 924 926 922 Ir 1 BENCH MARK #2 I I INN ELEV = 933.48 I'��/ L / / / 3492 White Oak 13 3493 Paper Birch 9 3494 Oak 19 3495 Poplar 10 3496 Red Oak 26 3497 Boxelder 37 3498 Poplar 9 3499 Poplar 7 3500 Poplar 9 601 Boxelder 36Multi Stem 602 Bur Oak 17 603 Poplar 10 604 Poplar 9 605 Poplar 9 606 Cherry 12 607 Red Oak 18 608 Poplar 8 609 Poplar 9 610 Poplar 6 611 Poplar 7 612 Poplar 9 613 Poplar 8 614 Poplar 8 615 Poplar 9 616 Poplar 8 617 Poplar 9 618 Poplar 7 619 Red Oak 19 620 Silver Maple 22 621 Silver Maple 52Multi Stem 622 Silver Maple 60Multi Stem 623 Silver Maple 46Multi Stem 624 Silver Maple 31 Multi Stem 625 Silver Maple 70Multi Stem 626 Silver Maple 30Multi Stem 627 Silver Maple 24Multi Stem 628 Silver Maple 20 629 Poplar 7 630 Poplar 9 631 Poplar 10 632 Poplar 10 633 Poplar 10 J / / / / N q24 / SAN ME '' RIM=930.4 INV=920.0('LAN) N 6 634 Poplar 10 635 Poplar 10 636 Poplar 9 637 Poplar 10 638 b 28Multi Stem 639 Red Oak 16 640 Red Oak 18 641 Pine 35' 642 Cherry 15 643 Silver Maple 20Multi Stem 644 Pine 25' 645 Spruce 25' 646 Cottonwood 23 647 Spruce 25' 648 Spruce 25' 649 Spruce 25' 650 Spruce 25' 651 Spruce 25' 652 Amur Cherry 25Multi Stem 653 Red Oak 30 654 Red Oak 30 655 Spruce 20' 656 Spruce 30' 657 White Oak 30' 658 Spruce 25' "Trees not tagged Pt # Tree ID DBH/ht 3069 Oak 10 1662 Oak 30 3070 Spruce 12" 1392 Oak 12 3057 Pine 14" C7 77 7 o DENIOTES TREE TAG NUMBER 0 9/g / / / 0\16 G14 Alt r lr A L I 1 I 0 0 r 7. I --SAN NH RIM=930.6 INV=917.5(PLAN) I `--y BENCH MARK #1 INN ELEV = 933.99 SCALE IN FEET #601 • 1,— DENOTES TREE LOCATION # 17 12 l NORTH r� I r' I DENOTES QUALIFYING TREE AS LOCATED BY CORNERSTONE LAND SURVEYING AS SPECIFIED BY THE CITY OF STILLWATER TREE ORDINANCE. ANY DECIDUOUS TREE GREATER THAN 6" DBH. COTTONWOOD, Silver MAPLE & BOXELDER BEING 20" DBH. EXCLUDING BUCKTHORN AND ROCKELM. aLL CONIFEROUS TREES BEING GREAT THAN 10 FEET IN HEIGHT. 930 6 / SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: CITY OF STI LLWA I WASHINGTON, COUNTY VICINTIY MAP REVISIONS: MARYKNOLL DR. DATE REVISION 9-8-14 PRELIMINARY 12-12-14 REVISED CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of MINNESOTA. Daniel L. Thurmes Regis ration No: 25718 PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANID SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 TREE SURVEY C1.1.2 N N / /// /'_—\ / -- \ \ / \ / \ / N \ / / ( • N N �L / N / • / / /\ N 8"VCP AL SAN MN F31a1-�908.9 INV=897.4v- ^y • STS MH / \ \r RIM=909.2-' \ • INV=906.5 \ \ \ \ \\ \ 1 \) / 6, / / / / / ' / 1 // ./#18 35 1184 #18,45 #1847 #1'8 4 #1 \ 411396 \ #1:95 \ \ ` \ \ #1889 \ #189 \ \ 892 \ — #1f888 #1832 1834 • • • • i i 12"PVC INV=907.4 9/0, #1827 +SB#1 #1828 #1829/� / / 18/r0 #1:41 1854 . _ 86#1869, #1 • 1859 57 #1823 AL AL WETLAND #2 TYPE 1/3 WETLAND AREA = 34,472 SQ.FT. 6 5 • 7 WETLAND #3 TYPE 1 WETLAND AREA = 2,857 SQ.FT. #1825 • #1822 #1816 #1869 1867 #1871 • #1870 1872 41881 eob- 10 #1886 • #1873 #1875 #1874 1826 41771 #1813 ze, J\ 1764 #3416 #1877 #1880 #3402 408 #1876 1879 #340 #34Q6 437 .(3442 #3441 / 9— 13451 #3440 • • • 1(1756 #1768 3418 13421 ‘90— #1755 • / / / #1754 1778 / #1,812 / / #1780-- — .5555, - WETLAND TYPE 1 WETLAND #1803 #3493 475 3474 co 347 / #3468 #3467 #3470 #3462 #3463 / LEGEND • • #3495 • / -111733 #1726 #1731 971 • REMOVE \ SB#4 AND METER #1785 #1789 #1797 • • #3496 #1788 • #606 #607 COORDINATE TEMPORARY RELOCAT#ON OF POWER POLE DURING SANITA'Ry SEWEE CONSTRUCTION REMOVE SHED REMOVE OWER POLE/ 5 #654 REMOVE WALK #647 ABANDON REMOVE GRAVEL DRIVE WELL • PROTEcT EXISTING WALK 464 -- #1791! RNEEMWOVR\I HwT%,_WIWTHAyIN, #1794 05 • 61 I/ #619 / i/ / ( Ak • EXISTING GM MANHOLE CULVERT GAS METER FENCE CONCRETE CATCH BASIN HYDRANT SIGN PROPOSED OR REMOVE BITUMINOUS REMOVE GRAVEL REMOVE STRUCTURE 48, WATER VALVE UTILITY POLE 8 LIGHT POLE TELE/ELEC BOX GA; GAS VALVE OVERHEAD WIRES ® WELL • DENOTES FOUND 1/2" IRON PIPE O DENOTES SET 1/2" IRONPIPE MARKED RLS 25718 #XX EXISTING TREE TO BE SAVED #XX REMOVE TREE WETLAND #1 TYPE 1 WETLAND AREA = 13,415 SQ.FT. #623 #622 // DEMOLITION NOTES • • N • _912— tk REQUIRED 'STING SANITARY _914— • #1713 • #1705-- #1710 PROTECT EXISTING HY RANT PROTECT EXISTING POLE REMOVE BITUMINOUS PATH SB#7 • REMOVE CURB & GUTTER SAN mH • • • • 1. ALL REQUIRED PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. CONTRACTOR TO PROVIDE PRE -DEMOLITION REGULATED WASTE INVENTORY. 2. CONSTRUCTION ENTRANCE AND SILT FENCE (SHEET C3.1) SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF -SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. 3. THE LOCATIONS, SIZES AND TYPES OF ALL EXISTING UTILITIES, SUCH AS WATERMAINS, SEWERS, ETC. AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK BEING DONE. CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICE PRIOR TO COMMENCEMENT OF WORK. 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE. REMOVE EXISTING MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR TO PERFORM PREDEMOLITION HAZARDOUS MATERIALS INVENTORY BEFORE BUILDING DEMOLITION. 5. PROTECT ALL STRUCTURES NOT LABELED FOR DEMOLITION FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. REPAIR ANY DAMAGED STRUCTURES THAT ARE TO REMAIN TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. 6. BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 7. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. 8. COORDINATE ALL UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANIES. PROVIDE UNINTERRUPTED SERVICE TO ALL NEIGHBORING BUILDINGS. #646 • REMOVE PAVEMENT AS REQUIRED TO CONNECT TO EXISTING WATERMAIN • NOTES • • / / • 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. SEE SHEET C3.1 FOR EROSION CONTROL FENCE SEE SHEET L1.1 FOR TREE REMOVAL 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01 /30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C1.1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct ik supervision, and tr a duly Licensed Pro6,0 Iv, inee er OCk co Stephen M. Johnston DATE REGISTRATION NO. 18914 01/30/15 SHEET C102CLS02.DWG DEMOLITION PLAN C1.2 PROJECT NO Know what's SCALE IN FEET OUTLOT WETLAND 3 MANAGEMENT LEVEL A PERSERVE (MANAGE 1) WETLAND BUFER WETLAND 2 MANAGEMENT LEVEL B MAINTAIN INFILTRATION FACILITY BY BUILDER (SEE NOTES) 12 N,11 10 BUFFER DISTURBANCE FOR STORM SEWER WETLAND 4 MANAGEMENT LEVEL A PRESERVE (MANAGE 1) \ \ , \e---/ - - / \ \ (\ ___ ___ \ \ -•\---\\- \ \ \ \ \ \ \ \ \ \ \ \ /\ \\\\ \ \\\\ \ \ \ \ _-- -- 14 / \ \ \ \ \ / \ \ INFILTRATION F CILITY // \ \ \ \ \ \\\\\\ \\\\\\\ --- -__/ 0 /I,.. / BY BUILDER (SEE NOTES) / \ \ >> z \ \ \ - -4, , -1 / > \ \,, a i NORTH FORE T i Y 9 / / // I INFILTRATION 1 PI IN i / / / / / / / / INFILTRATION FACILITY BY BUILDER SEE NOTES) INFILTRATION FACILITY 17 BY BUILDER (SEE NOTES) WETLAND SUMMARY AREA IMPACT BALANCE WETLAND 1 WETLAND 2 WETLAND 3 WETLAND 4 13,416 SF. 0.31 AC. 34,294 SF. 0.79 AC. 2,857 SF. 0.06 AC. 1,861 SF. 0.04 AC. 433 SF. 0.01 AC. _ - 545 SF. 0.01 AC. 12,983 SF. 0.30 AC. 34,294 SF. 0.79 AC. 2,857 SF. 0.06 AC. 1,316 SF. 0.03 AC. TOTAL 52,428 SF. 1.20 AC. * 978 SF. 0.02 AC. 51,450 SF. 1.18 AC. * LESS THAN 1,000 SF. DE MINIMIS ALLOWED UNDER WETLAND CONSERVATION ACT WITHOUT MITIGATION OR SEQUENCING. LOT SUMMARY \ \ \ \ \ \ \ / \ \ CURB INLET -BUFFER DISTURBANCE FOR STORM SEWER BUFFER DISTURBANCE// FOR GRADING OF STREET LOT GROSS LOT AREA LOT AREA NET OF WETLAND & WETLAND BUFFER LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 OUTLOT A RIGHT-OF-WAY 25,162 SF. 35,597 SF. 57,131 SF. 66,782 SF. 25,094 SF. 30,558 SF. 23,870 SF. 21,951 SF. 1,791 SF. 36,517 SF. 0.58 AC. 0.82 AC. 1.31 AC. 1.53 AC. 0.57 AC. 0.70 AC. 0.55 AC. 0.50 AC. 0.04 AC. 0.84 AC. 9,443 SF. 14,876 SF. 27,747 SF. 19,653 SF. 14,621 SF. 15,766 SF. 19,660 SF. 21,951 SF. 0.22 AC. 0.34 AC. 0.64 AC. 0.45 AC. 0.34 AC. 0.36 AC. 0.45 AC. 0.50 AC. TOTAL 324,453 SF. 7.44 AC. 143,717 SF. 3.30 AC. BUFFER DISTURBANCE , FOR GRADING OF STREET WETLAND FILL 433 SF. WETLAND 1 MANAGEMENT LEVEL A PRESERVE PROJECT SUMMARY / / / / / / / / / / a TOTAL AREA 33' BOUTWELL RD ROW GROSS AREA REMAINING WETLAND AREA NEW RIGHT-OF-WAY OUTLOT A NET AREA 340,841 SF. 16,388 SF. 324,453 SF. 7.82 AC. 0.38 AC. 7.44 AC. 51,450 SF. 36,517 SF. 1,791 SF. 234,695 SF. 1.18 AC. 0.84 AC. 0.04 AC. 5.38 AC. TOTAL LOTS GROSS DENSITY NET DENSITY 8 LOTS 1.08 UNIT/AC. 1.49 UNIT/AC. ZONING : RA - ONE FAMILY RESIDENTIAL BUILDING SETBACKS MINIMUM LOT STANDARD FRONT 30' SIDE 10' REAR 25' LOT AREA 10,000 SF. LOT WIDTH 75 FEET LOT DEPTH 100 FEET ALL MINIMUM LOT STANDARD MET VARIANCE SUMMARY LOT 1, 3, 4, 5 & 6 FRONT YARD SETBACK REDUCED FROM 30' TO 35' LOT 2 WETLAND BUFFER REDUCED FROM 60' TO 35' MINIMUM DUE TO EXISTING HOUSE. SITE PLAN NOTES 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLH AUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. INDIVIDUAL LOT INFILTRATION BASINS TO BE BUILT AT THE TIME OF HOUSE CONSTRUCTION. EACH BASIN TO BE SIZED TO STORE AND INFILTRATE 0.5" RUNOFF FROM ALL IMPERVIOUS AREAS THAT DO NOT DRAIN TO THE STREET. SITE INFILTRATION BASINS IN LOCATIONS THAT INTERCEPT THE RUNOFF OR DIRECT THE RUNOFF TO THE BASINS THOUGH THE USE OF GUTTERS AND /OR PIPES. LEGEND WETLAND IMPACT 978 SF. (LESS THAN 1,000 SF. DE MINIMIS ALLOWED BY WCA) BUFFER VARIANCE FOR LOT 2 BUILDABLE LOT AREA e 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ov3o/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01 /30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET CO.1 01.1 01.1.2 01.2 02.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN 03.1 GRADING PLAN 03.2 EROSION CONTROL PLAN 03.3 GRADING DETAILS 04.1 UTILITY PLAN 04.2 UTILITY DETAILS 05.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and tha duly rctLicensed ProdVo I er the laws ‘A tate1I A. cos"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE 01 /30/15 SHEET 0201CLS02.DWG SITE PLAN & WETLAND PLAN 02.1 SCALE IN FEET PROJECT NO CLS14002 • • • • • • 1 • 1 1 1 1 1 1 • 1• I 1 1 1 I • 1 • • I • • `♦ • \ \ ♦� ♦\ I \O! • • • \ co 0 C, I \ • \ • • • \ \I • I � N • • ♦ • • `\ • • • • ♦ • • • 1 / / I 1 R.4'``" ‘1.P `' OUTLOT-A- WETLAND 3 HWL 09.9 (2 Yq HWL 910.0 (10 YR) HWL 909.9 (100 YR) V0 BUILDING PAD NOTES \ / / / / / / cs) N7C.1' • • • • • • • • • • • 3.1 / 0 1. BUILDING SETBACK: FRONT 30 FEET LOT 2,7,8 FRONT 25 FEET LOT 1,3,4,5,6,8 REAR 25 FEET SIDE 10 FEET 2. FB = FULL BASEMENT - NO CHANGE IN GRADE FROM FRONT TO BACK OF HOME) 3. FBLO = FULL BASEMENT LOOKOUT - GRADE AT REAR OF HOME ALLOWS FOR WINDOWS 42" ABOVE BASEMENT FLOOR. 4. FBWO = FULL BASEMENT WALKOUT - GRADE AT THE REAR OF THE HOME FACILITATES INGRESS AND EGRESS ACCESS. GENERALLY THIS DESIGN ALLOWS FOR A MAXIMUM CEILING HEIGHT OF 8' IN BASEMENT. A 10'-FBWO ALLOWS UP TO 10' CEILING HEIGHT IN THE BASEMENT. RAISE BASEMENT FLOOR ELEVATION AS NEEDED TO MATCH ACTUAL CEILING HEIGHT (HOLD GRADE AT FRONT OF HOME). 5. SPECIAL CIRCUMSTANCES: S-FBWO OR S-FBLO = WALKOUT OR LOOKOUT ACHIEVED AT SIDE RATHER THAN REAR OF HOME. FBWO-DROP OR FBLO-DROP = GARAGE FLOOR IS DROPPED RELATIVE TO FIRST FLOOR ELEVATION TO FIT WALKOUT OR LOOKOUT. • • 0 • • NORTH FOREBAY INFILTRATION BASIN BOTTOM 923.2 HWL 924.7 (1") HWL 925.5 (2 YR) 7 AND RAT CONTROL POND 925.5 925.0 I co 50' VC - PVI 5+50 PVI ELEV 925.88 - LOW POINT 5+42 925.96 GRADING NOTES 7.7 20 lbi 1 4 1 C3.3 SOUTH FOREBAY / p•IFILTRATION BASIN HWL 923.3 (1") HWL 924.7 (2 YR) HWL 926.0 (10 YR) HWL 926.4 (100 YR) • 28.6 VI 3+2 29.75 - -0.56 • • HWL 920.1 (2 YR) I • ://1///1 • _926_ // • • • • • • 5 • • • • • • • • • • • • • NCO • • • • • • • • • • • • • • • • • • PATCH STREET T MATCH EXISTING / STREET SECTIO • • SURMOUNTABLE GU TTER • • • • - TYPICAL / STREET / SECTION / DE BR, EAK CURB & GU TTER-- PEDESTRI AN RAMP MATCH EXISTING TRAIL PATCH STREET TO MATCH EXISTING STREET SECTION STREET PATCHING (TYP) PEDESTRIAN RAMP / MATCH EXISTING TRAIL & MATCH EXITING CURB & GUTTER 7,1 • • // • • 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. SEE SHEET C1.1 AND L1.1 FOR ALL DIRECTION AND REQUIREMENTS PERTAINING TO EXISTING TREES. 4. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 5. ALL UNDOCUMENTED FILL, TOPSOIL, AND SOFT CLAY AND SILT LAYERS SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD OR STREETS. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOIL AT THE BASE OF FOOTINGS SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). 6. ON -SITE NON -ORGANIC CLAY (CL), SANDY CLAY (SC) AND SILTY SAND (SM) ARE GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY CLAY (CL-ML) AND ORGANIC SOILS SHALL NOT BE USED AS STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN -PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. TYPE OF CONSTRUCTION COMPACTION CRITERIA (% RESPECTIVE PROCTOR) CLAY SAND OR GRAVEL ENGINEERED FILL BELOW FOUNDATIONS 98 ENGINEERED FILL BELOW FLOOR SLABS 98 ENGINEERED FILL PLACED AS PAVEMENT AGGREGATE BASE N/A ENGINEERED FILL PLACED MORE THAN 3 FEET BELOW PAVEMENT AGGREGATE BASE 95 ENGINEERED FILL PLACED IN UPPER 3 FEET BELOW PAVEMENT AGGREGATE BASE 100 98 98 100 95 100 7. SIDEWALLS SHALL BE BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS AND STABILITY FOR ENGINEERED FILL PLACEMENT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE 'COMPETENT INDIVIDUAL- AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA). IF SOIL CORRECTION IS REQUIRED IT SHALL EXTEND 3 FEET OUTSIDE OF THE PAVEMENT OR BUILDING LIMITS PLUS ONE FOOT HORIZONTAL FOR EVERY VERTICAL FOOT OF CORRECTION. 8. IT IS RECOMMENDED THAT A SUBSURFACE DRAINAGE SYSTEM BE INSTALLED AT THE BASE OF BASEMENT FOUNDATION WALLS AND UNDER WALKS AND PATIOS. IT IS RECOMMENDED THAT SEPARATE FOUNDATION DRAINAGE SYSTEMS BE INSTALLED ON BOTH THE INTERIOR AND EXTERIOR OF THE FOUNDATION. THE DESIGN OF THESE SYSTEMS SHALL BE PROVIDED BY THE BUILDER. 9. THE CONTRACTOR SHALL PROTECT THE SUBGRADE FROM INCLEMENT WEATHER TO MAINTAIN STABILITY. FOLLOWING REMOVAL OF TOPSOIL AND ANY UNSUITABLE SOILS, THE RESULTING SUBGRADE SHOULD BE SCARIFIED AND RE -COMPACTED TO A DEPTH OF 12 INCHES. A PROOFROLL TEST SHOULD THEN BE PERFORMED TO DETERMINE SOFT OR UNSTABLE SUBGRADE AREAS. IF RUTTING OR LOCALIZED UNSTABLE SUBGRADE AREAS ARE OBSERVED, THOSE AREAS SHOULD BE SUBCUT, MOISTURE -CONDITIONED, AND RE -COMPACTED OR REMOVED TO A STABLE DEPTH. THE PROOF ROLL SHOULD BE PERFORMED WITH A TANDEM AXLE DUMP TRUCK LOADED TO GROSS CAPACITY (AT LEAST 20 TONS). ACCEPTANCE CRITERIA OF THE PROOF ROLL SHALL BE LIMITED TO RUT FORMATION NO MORE THAN ONE INCH (1") DEPTH (FRONT OR REAR AXLES) AND NO PUMPING (ROLLING) OBSERVED DURING THE VISUAL INSPECTION. PROOF ROLL TESTS SHOULD BE OBSERVED BY AN EXPERIENCED TECHNICIAN OR ENGINEER PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE TO VERIFY THE SUBGRADE WILL PROVIDE ADEQUATE PAVEMENT SUPPORT. 10. BITUMINOUS PAVING 2" BITUMINOUS WEAR (MNDOT 2360 WEARING COURSE MIXTURE (2,B) TACK COAT (MNDOT 2357) 2" BITUMINOUS BASE (MNDOT 2360 NON -WEARING COURSE MIXTURE 8" AGGREGATE BASE (MNDOT 3138 12" SELECT GRANULAR SUB -BASE COMPACTED SUBGRADE TYPE 9.5 TYPE 12.5 CL5 OR CL7) 11. CONTOURS DO NOT REFLECT STREET HOLDDOWNS. ELEVATIONS INDICATED ARE FINISHED GRADE. 12. INDIVIDUAL LOT INFILTRATION BASINS TO BE BUILT AT THE TIME OF HOUSE CONSTRUCTION. EACH BASIN TO BE SIZED TO STORE AND INFILTRATE 0.5" RUNOFF FROM ALL IMPERVIOUS AREAS THAT DO NOT DRAIN TO THE STREET. SITE INFILTRATION BASINS IN LOCATIONS THAT INTERCEPT THE RUNOFF OR DIRECT THE RUNOFF TO THE BASINS THOUGH THE USE OF GUTTERS AND /OR PIPES. • • • • • • • • • • • • • • LEGEND • • OWNER/DEVELOP ER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET CO.1 L1.1 L1.2 SWPPP 951.0 FBWO 951.0 960.5 959.0 BUILDING PAD REAR ELEV TYPE OF BUILDING BASEMENT ELEV FIRST FLOOR ELEV FRONT ELEV SCOURSTOP MAT WITH BULLET ANCHOR SEE SHEET C3.1 FOR EROSION CONTROL FENCE SEE SHEET L1.1 FOR TREE REMOVAL 120 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thrct a duly Licensed ProdVo I er the laws ‘A 1state A. cos"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE 01/30/15 GRADING PLAN C3.1 PROJECT NO. Know what's SCALE IN FEET • • • • / / \• / • \ • /' 1 % \) i I I I I / / • • \ • • • • • • \`\ \\ • 976 INFILTRATION BASIN NOTES 0 ----��1(71\_. •• • \• • • \ • • • N rn / / / / / / / / / WETLANDL2 HWL 906.9 (2 YR) HWL 907.8 (10 YR) HWL 908.7 (100 YR) WETLAND BUFFER MARKER (TYP) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PREVENTING COMPACTION OF SOILS AND PREVENTING EROSION WITHIN THE INFILTRATION BASINS. THE FOLLOWING IS THE RECOMMENDED SEQUENCING OF THE WORK. HOWEVER THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTING THE MEANS AND METHODS OF CONSTRUCTION THAT WILL RESULT IN A FUNCTIONING INFILTRATION BASIN OF THE SIZE AND IN THE LOCATION AND ELEVATION INDICATED ON THE PLANS. ANY ORGANIC MATTER, CLAY OR SILT SHALL BE REMOVED IN ITS ENTIRETY TO A DEPTH OF 3 FEET BELOW THE BOTTOM OF THE BASIN. IF ANY OF THESE SOILS ARE INADVERTENTLY ALLOWED TO ENTER THE BASINS THEY SHALL BE REMOVED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. THE BASINS SHOULD BE EXCAVATED WITH A BACKHOE OR EQUIPMENT WHICH WILL IMPART A MINIMAL COMPACTIVE LOAD ON THE SOIL. SOIL WHICH BECOMES COMPACTED SHALL BE DE -COMPACTED BY MECHANICAL MEANS TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER MAY TEST INFILTRATION RATES UTILIZING A DOUBLE RING INFILTROMETER. IF TESTED THE SOILS MUST EXHIBIT AN AVERAGE INFILTRATION RATE OF AT LEAST ONE INCH PER MINUTE. THE BASINS SHALL BE EXCAVATED TO THE INDICATED CONTOURS MINUS 3 INCHES. THE CONTRACTOR SHALL THEN ADD THREE INCHES OF MNDOT 3890 GRADE 2 COMPOST (MANURE, LEAVES AND YARD WASTE). THIS COMPOST SHALL BE INTEGRATED INTO THE SOIL BY PLOWING, ROTOTILLING AND ANOTHER METHOD THAT ACHIEVES COMPLETE MIXING TO A DEPTH OF 6 TO 8 INCHES. AFTER THE FINAL GRADE HAS BEEN ESTABLISHED AND CONFIRMED BY THE SURVEYOR THE BASINS SHALL BE VEGETATED WITH SEED. THE FOREBAY SHALL BE SEEDED, SODDED, MULCHED OR STABILIZED ON AN ONGOING BASIS AS NEEDED TO PREVENT EROSION. UNTIL THE ENTIRE SITE IS VEGETATED AND THE PROJECT RECEIVES FINAL ACCEPTANCE THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT THAT COLLECTS IN THE FOREBAY. THE FOREBAY SHALL BE CLEANED AT A MINIMUM OF WHENEVER THE SEDIMENT REACHES A LEVEL OF ONE HALF THE AVAILABLE VOLUME BELOW THE OUTLET PIPE. THE INFILTRATION BASINS SHALL BE PROTECTED AT ALL TIMES WITH SILT FENCE SET AT THE 100 YR HWL FOR BASIN A AND FOREBAY. THE SILT FENCE SHALL BE INSTALLED AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. THE OVERFLOW BETWEEN THE FOREBAY AND INFILTRATION BASIN SHALL NOT BE CONSTRUCTED UNTIL PERMANENT VEGETATION IS ESTABLISHED IN THE INFILTRATION BASIN AND TEMPORARY OR PERMANENT VEGETATION IS ESTABLISHED ON THE MAJORITY OF THE LOT. j 1 I / 1 1 1 I / 1\ \ I• \ \ \• \ `\ `\ \ I I \ • \\\ • • / WETLAND 3 HWL i09.9 (2 YR.) HWL 910.0 (10 YR) HWL 909.9 (100 YR) • � \ 92 --------------------- / WETLAND BUFFER SEEDING NOTES / co 7 • • • ------ 930 AND HWL 7 (2-YR) ------ H 3.7 (10 YR)-- HWL 3.8_100-YR------- INLET - PROTEC,TION 914 RA ONTROL POND 15.0 (DRY) H 916.5 (2.-YR)- - Wt 917.4 (10 YR) HWL 920.15 (100_Y� \__ INL PROTECT + + + + + + + + y ►%`i + + /'ice 96 + + v RING INFILTRATION*'` + \ BASINSWITH SILT ® �� � , 011 FENCE AFTER ��' NNIP �' CONSTRUCTIONSI�r ��, tll I 1 I�.,�I A i b . ,,, . „ , „. to par_ic re...., er ca P. All t11 I I �� \ Amo♦4 4/ ; I I /', I 4/J43L2• C4 le , 4z .47:12; __;„:.,4041,,,C,„,....ai-4,4: "%irit 41,c,..., 444"),,sitrifogri Tr::: NORTH FOREBAY / INFILTRATION BASIN BOTTOM 923.2 HWL 924.7 (1") HWL 925.5 (2 YR) HWL 925.6 (10 YR)z HWL 925.9 G100 YR) 1. DISK AND SPREAD TOPSOIL IN ALL GRADED AREAS OF WETLAND BUFFER AT MINIMUM EIGHTEEN (18) INCH DEEP. 2. APPLY FIBER BLANKET OR CLEAN STRAW MULCH TO ALL SEEDED AREAS AT A RATE OF ONE AND ONE HALF (1 1/2) TONS PER ACRE. ANCHOR MULCH WITH A DISK OR TACKIFIER. 3. NO FERTILIZER IS ALLOWED IN BUFFER AREAS. 4. ALL EQUIPMENT WORKING IN WETLAND BUFFER AREAS SHALL BE LIGHTWEIGHT EQUIPMENT TO MINIMIZE SOIL COMPACTION AND IMPACTS TO WETLAND BUFFER. 5. MAINTAIN SILT FENCE AND CATCH BASIN PROTECTION AS SHOWN ON GRADING PLAN UNTIL ESTABLISHMENT OF NATIVE SEEDING. 6. ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THE ORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPE ARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE. 7. FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITE PREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESS NOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THE SPECIFICATION BOOKLET. RING INFILTRATION BASINS WITH SILT FENCE AFTER'/ CONS-TR1TOTIONS / EROSION CONTROL NOTES • • ---------------------------------------------- ------------- • • • • SOUTH FOREBAY / INFILTRATION BASIN HWL 924.7 (2 YR) HWL 926.0 (10 YR) HWL 926.4 (100 YR) ------------ • • • • • )10 • • • Ye • • • • • • \ I 2 2 2 s \ \ ..4- -....\ / \\\\ \ \ \ \ \\\\\I \IIII \\:\ II.:\ 2I‘6‘\ I \ :, • • \ \ \ \ 2 2 2 2 2 \ , \ \ 1 // I I \\\ \\I \\I \\\ \\\s : \ \ I I cr: • • • • • • • • • • • • • • eit • • • • 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. FOLLOW ALL LOCAL, COUNTY, WATERSHED, AND STATE REQUIREMENTS COVERING STORMWATER COMPLIANCE. 3. INSTALL SILT FENCE AND ROCK CONSTRUCTION ENTRANCE PRIOR TO COMMENCING GRADING ACTIVITIES. 4. INSPECTIONS SHALL BE CONDUCTED BY THE CONTRACTOR ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 5. AS GRADING IS EXECUTED, THE CONTRACTOR SHALL MAINTAIN / INSTALL SILT FENCE, ROCK ENTRANCES, CATCH BASIN PROTECTION AND DITCH CHECKS AS SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. 6. ADJACENT STREETS TO BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY OR MORE OFTEN AS NEEDED. 7. THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. TEMPORARY SOIL STOCKPILES SHALL HAVE SEDIMENT CONTROLS, AND SHALL NOT BE PLACED IN STORM WATER CONVEYANCES OR SURFACE WATERS. 9. RESTORATION: A. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH A MINIMUM OF SIX INCHES (6'') OF TOPSOIL AND SEED AS DIRECTED BY THE ENGINEER, WITHIN 7 DAYS FOLLOWING COMPLETION OR SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. B. ALL SEED, SOD, MULCH AND FERTILIZER PLACEMENT SHALL CONFORM WITH MnDOT SPECIFICATION 2575, AND AS MODIFIED BELOW: ITEM SOD SEED - EROSION CONTROL (TYPE 25-131 LOW MAINTENANCE TURF 0220 LB/AC.) MULCH - HYDROMULCH WITH TACTIFIER 3882 (TYPE 1 HYDRAULIC SOIL STABILIZER) FERTILIZER 3881 MnDOT SPECIFICATION NUMBER 3878 3876 10. ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THE ORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPE ARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE. 11. FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITE PREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESS NOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THE SPECIFICATION BOOKLET. 12. SEE SWPPP PLAN FOR ADDITIONAL REQUIREMENTS. /17 • • • • • • LEGEND • ROCK CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA • • • • • • • • • • SILT FENCE INSTALLED PRIOR TO ROUGH GRADING STORM STRUCTURE PROTECTION ROCK CONSTRUCTION ENTRANCE SOD EROSION CONTROL MNDOT 25-131 LOW MAINTENANCE TURF APPLIED WITH HYDROMULCH W/ TACTIFIER BUFFER/ UPLAND MNDOT 35-221 DRY PRAIRIE GENERAL BROADCAST SEEDING TEMPORARY - MIXTURE 21-111 OATS COVER CROP SEEDING RATE PLS 36.5 LBS/AC. STORMWATER MNDOT 33-261 STORMWATER SOUTH & WEST BROADCAST SEEDING TEMPORARY - MIXTURE 21-111 OATS COVER CROP SEEDING RATE PLS 35 LBS/AC. EROSION CONTROL BLANKET (3:1 SLOPE) 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET CO.1 C1.1 C1.1.2 C1.2 C2.1 C3.1 C3.3 C5.1 L1.1 L1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct i1/4 supervision, and tr a duly Licensed Pro6,. IVA inee er 0 Ck Stephen M. Johnston DATE SHEET C302CLS02.DWG EROSION CONTROL PLAN C3.2 PROJECT NO. Know what's Call befobreelyoowu SCALE IN FEET OWNER/DEVELOPER PLASTIC ZIP TILES (50 LBS TENSION) HOLDS GEOTEXTILE IN PLACE ON ALL POSTS DROP INLET WITH GRATE r- 1' MINIMUM LENGTH POST 36" GEOTEXTILE N 0 z c8) A L TYPE 9 MULCH GEOTEXTILE ANCHORAGE LAY GEOTEXTILE UNDER TYPE 9 MULCH - 12" OUT NOTE: ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEET MNDOT 3886 FOR MACHINE SLICED STORM SEWER PROTECTION NO SCALE BASIN BOTTOM WIDTH FOREBAY TO INFILTRATION 8' B� STORMWATER FACILITY -SEE TABLE- TOP OF BANK 000 00000 00000000 0 0o0o0 00000000 00000000 000000 000000 X0000 0000 0 0�000 0,..\0r0r\0r\ SLOPE DOWNSTREAM END TOWARDS CENTER TO CONTAIN FLOW TOP OF BANK VARIES - SEE PLAN TOE OF SLOPE TOE OF SLOPE BJ .5 .SEE TABLE 1.5 SECTION SCOUR PROTECTION EOF ELEVATION (0.05' +/-) A -A DIRECTION OF FLOW A SCOUR PROTECTION 4'X4' SCOURSTOP MAT WITH BULLET ANCHOR (8 ANCHORS PER MAT) SOIL COVER (SEEDING & MULCH) / \//\ j \� \< \> STORM WATER FACILITY ��\\<\� &/\ /\ SECTION B-B C6) co X 4" MONUMENT: CONSISTS OF A POST AND A CONSERVATION EASEMENT SIGN CONSERVATION EASEMENT SIGNS: MOUNTED FLUSH WITH THE TOP OF THE POSTS FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS POST MATERIALS: METAL FENCE POST POST INSTALLATION: MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES IN THE GROUND WETLAND BUFFER MARKER 2" x 2" WOOD POSTS 4' O.C. RUNOFF FLOW I I I NO SCALE FILTER FABRIC (MIRAFI-ENVIRO FENCE OR APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE BACKFILL 6" x 6" TRENCH UNDISTURBED SOIL 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 4. SPACE WOOD POSTS UP TO 4' APART TO SUPPORT THE FABRIC. 5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. c7) SILT FENCE SILT FENCE TEMPORARY BERM GRADIENT EXCAVATED BASIN IMPERMEABLE LINER BURY 4" BELOW GRADE TEMPORARY BERM GRADIENT EXCAVATED BASIN SILT FENCE 1. EXCAVATED BASIN SHALL HAVE A MINIMUM 10 YARD CAPACITY. 2. FOLLOWING CONSTRUCTION, OR WHEN 1/2 OF CAPACITY IS LOST, CONTRACTOR SHALL REMOVE ACCUMULATED CONCRETE FROM SITE AND DISPOSE OF AT PROPER FACILITY. 3. PREFABRICATED BASIN MAY BE ACCEPTABLE. SUBMIT SPECIFICATIONS TO ENGINEER FOR APPROVAL. 4. ALTERNATIVE CONCRETE WASHOUT DESIGNS WHICH FUNCTION IN AN EQUAL OR BETTER FASHION ARE ACCEPTABLE. CONCRETE WASHOUT AREA KEYED NOTES MILL 1/2 THICKNESS OF EXISTING PAVEMENT 2' /,_ � NEW PAVEMENT SAW CUT NO SCALE MATCH EXISTING SECTION WEAR COURSE NON -WEAR COURSE AGGREGATE BASE 1. SAW CUT ALL EDGES. REMOVE BITUMINOUS PATH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 5. STRING LINE ALL PATCHES PRIOR TO APPROVAL. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SURFACES. 7. MNDOT 2350-ORDINARY COMPACTION METHOD REQUIRED. STREET PATCHING R.O.W. NOTES: 1. ALL GUTTERS USED IN THIS PROJECT TO BE SLOPE IN GUTTERS EXCEPT WHERE NOTED. 2. AT ALL TRENCHES, 2#4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20' IN LENGTH. 3. 2#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10' IN LENGTH. 4. CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC. 2531.3C. (10' SPACING), EXTEND TO BOTH FRONT AND BACK OF THE CURB AT 2" DEEP. TOP BIT. MAT 3/8" SLOPE PER FT. 4' 1/2"R o � a 4 18" av 4 4 4 a a a 12" "D" TYPE 418 1/2"R SURMOUNTABLE CONCRETE CURB & GUTTER NO SCALE 50' R.O.W. STREET WIDTH 28' 5' 1' SPECIFICATIONS 3% FACE TO FACE 2" BITUMINOUS WEAR TACK COAT 2" BITUMINOUS BASE 8" AGGREGATE BASE 12" SELECT GRANULAR SUB -BASE COMPACTED SUBGRADE 3% * SUBGRADE MUST BE WITHIN + OR - .10' AND BE APPROVED BY ENGINEER. (2) 6" MINIMUM DEPTH OF 1"-2" DIA. WASHED ROCK GEOTEXTILE FABRIC UNDERLYING so, Mi TYPICAL STREET SECTION PUBLIC STREET NO SCALE Piltiitillti,e. �v or� ' '� '� '• 440 WAWA Wad PS '404.411,10" MAINTAIN ROCK ENTRANCE TO PREVENT TRACKING MUD ONTO PUBLIC STREETS. ADD ROCK OR REINSTALL THE ROCK ENTRANCE AS NECESSARY. (3) ROCK CONSTRUCTION ENTRANCE 3 AX. THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 C3.1 C3.2 C3.3 C4.1 C4.2 C5.1 L1.1 L1.2 L2.1 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro or�eI mee . er the laws ‘Ath‘state A. Stephen M. Johnston REGISTRATION NO. 18914 DATE 01 /30/15 SHEET C303CLS02.DWG GRADING DETAILS C3.3 NO SCALE NO SCALE NO SCALE PROJECT NO. CLS14002 C / / \ \ St 4' SAN MH RIM=908.9 _ INV=897.4�� y STS MH \ `nn \ RIM-909 2-' 1 \ c?' \ \ INV=906.5 5' \ \ \ n1 \ • V /N N OUTLeT A St WETLAND' 2 HWL 906.9 (2 YR) HWL 907.8 (10 YR) HWL 908.7 (100 YR) i / / WETLAND 3 \ HWL 109.9 (2 YRj), HWL 910.0 (10 YR) HWL 909.9 (100 YR) / "4i .14 N S / iI - I 4 HYDRANT & GATE VALVE (TYP) CO cnrI c oin dro mm 0) SAN MH T/C 927.0 I, INV 913.68 3 SANITARY SEWER SERVICE (TYP) a r WETLAND 4 HWL 913.7 (2 YR) HWL 913.7 (10 YR) HWL 913.8 (100 YR) N / 5 / / / / FLA SECTIONS N N OCS 5 10 END P v v FES D \NV 914.0 37'-21"RCP ® 0.15% 0 / / / i RATE CONTROL POND NWL 915.0 (DRY) HWL 916.5 (2 YR) HWL 917.4 (10 YR) HWL 920.15 (100 YR) / / 21 N 1 - -• FES B 6 INV 915.5 35'-21 "RCP h 0 1.2% \ \ (1/ c"'tio, \ \ \ J „ J \ 74'-21"RCP , ® 1.2% e 114'- 6"DIP 20'-12"RCP 02.Q': a N N ,o N HOLD OR RELOCATE POWER \ POLE DURING CONSTRUCTION 7 I 1 T-12"RCPI I 0 2.5% FES C INV 915.0 / SAN MH4 T/C 930.95 h INV 911.99 INV 912.09 i 6"-22.5d BEN6' -'-_N i I .; / 1 \ I N / / / / / / / / / / / SAN MH3 T/C 931.4 INV 911.7 INV 911.8 - 6"-22.5d BEND 57'>6"OIP 73'-8"PVC ® 0.4% 0 VW 7T-6"DIP N'N. # N 118'-12"RCP 0 0.5% N N STMH4 TIC 926.0 INV 915.92 INV 922.42 (12") INV 918.92 (21") 272'-6"DIP / 273'-8"PVC 0 0.4% OCS 3 / 6"-22.5d BEND 49'-21"RCP ® 1.2%/ SAN MH5 T/C 926.17 INV 913.18 INV 913.28 STMH2 TIC 926.0 INV 921.0 INV 920.4 OCS 1 a 8 49'-"P_VC ®X% 4 ITARY \ OLE (TYP.) �. FES A N INV 923.0 N / ilk WETLAND 4 HWL 920.1 (2 YR) HWL 920.4 (10 YR) HWL 921.0 (100 YR) / ,r✓ NORTH FOREBAY / INFILTRATION BASIN BOTTOM 923.2 HWL 924.7 (1") HWL 925.5 (2 YR) HWL 925.6 (10 YR) HWL 925.9 (100 YR) SOUTH FOREBAY / INFILTRATION BASIN BOTTOM 922.0 HWL 923.3 (1") HWL 924.7 (2 YR) HWL 926.0 (10 YR) HWL 926.4 (100 YR) STORM SEWER STRUCTURES // i / / SAN MH ''RIM=930,4 INV=920.0(PLAN) STRUCTURE DIAMENSION CASTING BUILD OCS 1 27" R-1642 3.50' STMH 2 48" SEE DETAIL 5.60' OCS 3 48" SEE DETAIL 5.44' STMH 4 60" R-1642 10.08' OCS 5 48" SPLIT GRATE 6.09' N ,Ad Qom~ 7 / CONNECT TO EXIS NG MANHOLE BY CORE DRILLING OPENING 12" ABO EXISTING INVENT. INSTALL FLE BLE ATERTIGHT BOOT. EXISTING IN rT 909.54 INLET 910.54 EXISTING TOP 919.43 PATCH STREET TO MATH EXISTING SECTION 191'-8"PVC,* 0.4%/ 6"-22.5d BEND SAN MH2 T/C 931.57 INV 911.30 INV 911.4 N N 09,),i 8 s3 7O •O ® WATER SERVICE CONNECTION (TYP) SAN MH1 T/C 9XX NINV 9XX / / UTILITY NOTES 1'-6"DIP / / / / / / / / / 7 / / f SAN MH ® RIM=930.6 INV=917.5(PLAN) / / / / PATCH STREET TO MATCH / EXISTING SECTION / CONNECT TO EXISTING 8" DIP WATERMAIN WITH TAPPING SLEEVE / / / / OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND / STILLWATER, / MINNESOTA 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. MAINTAIN MINIMUM 7.5' COVER ON ALL NEW WATERMAIN. 4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF FLARED END SECTION. 5. PIPE MATERIALS: WATERMAIN WATER SERVICES SANITARY SANITARY SERVICES STORM SEWER CL 52 DIP WITH POLYWRAP 1-1/2" COPPER, TYPE K PVC SDR 35 PVC SDR 26 RCP 6. HYDRANTS SHALL BE THE PACER 100 WITH A 5 INCH STEAMER PORT STORZ CONNECTION AS MANUFACTURED BY WATEROUS COMPANY, OR APPROVED EQUAL, WITH TWO BASE NOZZLE CONNECTIONS 2 1/2-INCH NATIONAL STANDARD THREAD, 7 1/2-INCH TO THE INCH AND ONE PUMPER NOZZLE WITH 4 1/2-INCH NATIONAL STANDARD THREAD, 4 TO THE INCH. 7. ALL CONNECTIONS TO CITY UTILITIES TO BE IN ACCORDANCE WITH CITY OF STILLWATER STANDARDS. 8. ALL UTILITY CONSTRUCTION TO COMPLY WITH CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS. 9. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 10. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. 11. CONTACT 811 FOR EXISTING UTILITY LOCATIONS 48-HOURS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER. 12. ALL OFFSITE CONSTRUCTION TO BE PERFORMED WITH TRENCH BOX TO MINIMIZE DISTURBANCE. 40 120 ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1,2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or and r my direct supervision, and thyt a duly Licensed Pro o l inee Zer the lawsv.. thlstate -�1 tit: A G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/30/15 SHEET C401CLSO2.DWG UTILITY PLAN C3.1 PROJECT NO. Know what's below. Call before you dig. SCALE IN FEET CLS14002 21" IN OUTSIDE MH WALL TO FLAT BAR = 1" 12" IN PRECAST CONCRETE BASE SLAB 920.15 27" OSC 3 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) RIPRAP-. NONWOVEN GEOTEXTILE FABRIC— ' SECTION B-B NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. A L DIA. RIP -RAP SHALL BE CONSTRUCTED WITH GRANITE ROCK AND SHALL BE HAND PLACED. PRECAST CONCRETE MANHOLE SECTIONS 21" OUT NO SCALE —PROVIDE 4-1/2" SS ANCHOR BOLTS WITH CHIPS OUTSIDE MH WALL 1/4"X 1" FLAT BAR TO FLAT BAR = 1" (ROLLED TO PROVIDE OUTTER RING) GRATE FOR OCS 5 INV 914.58 48" DIA 1-1/4" r L #6 SMOOTH BAR ® 4"O.C. EACH WAY (PROVIDE 3-1/4" X 3-1/4" OPENING) HOT -DIPPED GALVANIZED GRATE IN 2 SECTIONS HINGED TOGETHER WITH HINGE SYSTEM AS APPROVED BY THE ENGINEER —TOP OF BAFFLE 920.15 9" 6" CAST CONCRETE BAFFLE PRECAST CONCRETE MANHOLE SECTIONS n y21" OUT INV 914.06 / a PRECAST CONCRETE 10" DIA ORIFICE BASE SLAB INV 915.0 5 2' 1 2' PLAN MINIMUM RIPRAP REQUIRED DIA. OF PIPE (IN.) L (FT.) ( QUANTITY .Y.) CLASS 12 8 5 III 15 8 5 III 18 10 6 III 24 12 8 III 30 14 12 III 36 16 14 III 42 18 22 IV 48 20 26 IV >48 22-28 30-40 IV TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES AND BED IN GRANULAR MATERIAL. ANY COVER LESS THAN 2' OVER TOP OF PIPE SHALL BE GRANULAR MATERIAL. SECTION A -A RIPRAP 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) NONWOVEN GEOTEXTILE FABRIC EXTEND 1' UNDER FES FLARED END SECTIONS I I GRATE FOR OCS 1 & 3 PRECAST CONCRETE BASE SLAB —PROVIDE 4-1/2" SS ANCHOR BOLTS WITH CHIPS NO SCALE 1/4"X 1" FLAT BAR (ROLLED TO PROVIDE OUTTER RING) HOT -DIPPED GALVANIZED GRATE TOP OF BAFFLE AT BOTTOM OF TOP SLAB PRECAST CONCRETE MANHOLE SECTIONS 12" OUT PLAN FINISHED GRADE RUBBER GASKETS — ALL JOINTS PRECAST OR FIELD POURED INVERT Ln W * INSTALL EXTERNAL SEALING SYSTEM MANUFACTURED BY INFI-SHIELD. DISTRIBUTED BY ESS BROS. & SONS INC. NEENAH CASTING R-1733 OR EQUAL. 4. 0" STEPS -SEE SPECS. 2-4 2"THICK ADJUSTING RINGS W/MORTAR JOINTS. PLASTER OUTSIDE, STRIKE INSIDE CLEAN. ECCENTRIC PRE -CAST CONE SECTION 6" 5"MIN. R.C.P. BARREL SECTION 8" POURED I 6'-0" 6" PRECAST SECTION SANITARY MANHOLE ECCENTRIC. THE BIRTHPLACE OF MINNESOTA SANITARY IV AN H OLE DETAIL SAVHDTL2 DRWG NO. 2 SANITARY MANHOLE NO SCALE c_J U U 10' BEYOND PROP. LINE z 0 1= U 0 -J MARK SERVICE RISER WHEN REQUIRED. PLUG WATERTIGHT SEE RISER DETAIL. .k1213d021d 3A2I3S O1 '0,032I SV H1d30 i 1/4" FALL PER FOOT z r I- O z SEE SPECS. FOR TYPE OF MAIN SEWER SERVICE MATERIALS. U_ 0 LLJ 09 CC LU LLJ SANITARY 411Mater THE BIRTHPLACE OF MINNESOTA SEWER DETAIL SEWDTL4 DRWG NO. 9 PROPERTY LINE - SEE SPECS. )- CO HYDRANT -SEE SPECS. FINISHED GRADE STANDPIPE MINIMUM 2 LAYERS TAR PAPER OR POLYETHYLENE 1 CU. YD. CRUSHED ROCK 1I CONCRETE THRUST BLOCK AND BASE CURB & GUTTER GATE VALVE BOX TEE 6" GATE VALVE OPEN RIGHT \--CONCRETE BLOCK 6 D.I.P. WATERMAIN SIZE VARIES 3/4" TIE RODS (GALVANIZED) HYDRANT (& GATE VALVE) INSTALLATION 1\vailer THE BIRTHPLACE OF MINNESOTA HYDRANT DETAIL HYDTL1 DRWG NO, 11m C') HYDRANT & GATE VALVE NO SCALE MARK SERVICE LOCATION AND END OF PIPE WITH 4" X 4" LUMBER. EXTEND CURB BOX TO LOT GRADE CURB BOX CURB STOP PROPERTY LINE CL STREET JI' / Li 10 ft. BEYOND PROP. LINE NOTES: vi U U d U WATERMAIN (LOC. VARIES) CORPORATION STOP COPPER WATER SERVICE WITH HORIZONTAL LOOPS TO PROVIDE FOR SETTLEMENT 1. SEE SPECS FOR SIZE & TYPE OF MATERIALS. 2. MAINTAIN 18" VERTICAL & 24" HORIZONTAL SEPARATION BETWEEN SEWER & WATER SERVICE LINES. WATER SERVICE CONNECTION **** EXCEPT FOR LOT 7 - EXTEND AS SHOWN ON PLANS. I ° HvMer THE BIRTHPLACE OF MINNESOTA WATERMAIN DETAIL WSVDTL1 DRWG NO. 14 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET INDEX C0.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro or�eI Inee . er the laws ‘A th1state A. Stephen M. Johnston REGISTRATION NO. 18914 DATE 01 /30/15 SHEET C402CLS02.DWG UTILITY DETAILS C4.2 (8) OSC 5 NO SCALE OSC 1 NO SCALE SANITARY SEWER SERVICE NO SCALE 2 WATER SERVICE CONNECTION NO SCALE PROJECT NO. CLS14002 f 1: / / �v0 0 CV E K- ri 8"VCP SAN MH tPIM=g08.9 INV=897.4 yi 0 STS MH / RIM=903.2 \ NV=906.5 FOUND\I,/2 INCH IRON PIPE MARKED ---�� RLS 9232 \� / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 \ NV BLOCK 1 94 • • • 7 \. 18 EXISTING LEGAL DESCRIPTION: (AS PROVIDED BY THE OWNER) All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right -of- way of the Minneapolis -St. Paul and Suburban Railway Co.; thence Southeasterly along said right-of-way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. FOUND 1/2 INCH IRON PIPE MARKED --RLS 9232 N SHED\ ZONING/SETBACKS::: FRONT BUILDING SETBACK = 30' SIDE BUILDING SETBACK = 10' REAR BUILDING SETBACK = 25' MINIMUM 25' OF FRONTAGE MAXIMUM 30% IMPERVIOUS. DEVELOPMENT DATA:: 809.97 S00°02'52 "E cr- q14- E0 91 0 6 0 6 �r / r' r' ONE PARALLEL WITH THE WEST LNE OF THE EAST 1/2 OF THE NW 1/4 930 0 --- WETLAND #4 q14 AREA = 1,861 SQ.FT. 6 WEST LNEOF THE EAST 1/2 OF THE W 1/4 OF SEC. 22, T30 ! e - ZONED R/A - ONE FAMILY RESIDENTIAL MINIMUM LOT AREA = 10,000 SQ. FT. MINIMUM LOT WIDTH = 75' MINIMUM LOT DEPTH = 100' Lot 1 = Area: 25,162 sq. ft. Lot 2 = Area: 35,597 sq. ft. Lot 3 = Area: 57,131 sq. ft. Lot 4 = Area: 66,782 sq. ft. Lot 5 = Area: 25,094 sq. ft. Lot 6 = Area: 30,559 sq. ft. Lot 7 = Area: 23,870 sq. ft. Lot 8 = Area: 21,951 sq. ft. Total = 286,146 sq ft. Average = 35,786 sq. ft. Proposed R/W = Area: 36,517, sq. ft. Outlot A = Area: 1,791 sq. ft. Existing R/W = 16,388 sq. ft. Total Area = Area: 340,841 sq. ft. 7.82 acres r- - \) • N00°02'52"rW 937.91 46 W g3L7 2''���� // FLOOR x,.q3 23 /32.6 X � o.v. WE AREA 922 I BENCH MARK #2 TNH ELEV = (133.481 \4 L J AND #1 13,41 5 SQ.FT. 926 SURVEY NOTES: / // 6 / / / / . BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONS OR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT ELEVATIONS. 5. UNDERGROUND UTILITIES NOT LOCATED OR SHOWN. SYMBOLS: MANHOLE CULVERT GAS METER FENCE CONCRETE • DENOTES FOUND 1/2" IRON PIPE o DENOTES SET 1/2" IRON PIPE MARKED RLS 25718 DENOTES PROPOSED DRAINAGE AND UTILITY EASEMENTS s\Oo 12 ® CATCH BASIN S HYDRANT SIGN WATER VALVE UTILITY POLE LIGHT POLE TELE/ELEC BOX GAS VALVE OVERHEAD WIRES WELL DENOTES PROPOSED WETLAND BUFFER & SIGN 940/ NV°- / )66 / e( /,0 / 0 / q24 C7 77 / SAN MH ''-PIM=930.4 NV=920.0( 6 6 UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141 504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 is / 7 6 214 N16 i i / `--y BENCH MARK #1 TNH ELEV = 933.99 A q12 - / 66- --SAN MH 00 RIM=930.6 NV=917.5(PLAN) WETLAND NOTES: / / / 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. TREE SURVEY: 1. TREES SHOWN ON THIS SURVEY WERE FIELD LOCATED ON 9-8-14. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. SCALE IN FEET 4'1' NORTH SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN RICHLIND PRELIMINARY PLAT CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: VICINTIY MAP NARYKNOLL DP. o NO. 15) REVISIONS: DATE REVISION 6-9-14 PRELIMINARY 9-8-14 REVISED 12-12-14 PRELIMINARY PLAT 1-28-15 CITY REVISIONS CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of MINNESOTA. 6-9-14 Date: PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANE) SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 TR1 4001 PRELIMINARY PLAT C5.1 / / -- ••\ \\1 \ \/• \ ' • I. • 1 I /-1 ----- \\ / I / / I I I I CO 0 rn 0 rn • • • • • • • • • • • • • • • • • • • • • • )1892 #1 0 • \ #1832 1834 1837 #18 #1836 1841 #1847 e,\sc;°' #1827 WETLAND 3 MANAGEMENT LEVEL — A PERSERVE Au #1763 #1829 185 #1765 o #1819 1826 \ 1821 // 11,865 41764 WETLAND 2 MANAGEMENT LEVEL B MAINTAIN • • • • #1868 #1870 #1873 / #1875 #3416 #3411 3414 - - -914 ----- ----,::....,...----- -- -- MANAGEMENT LEVEL A 40 / PRESERVE (MANAGE 1) #1803 • • • • • • • • #1768 #1769 • #1776 • • • • • • • • • • • #1755 34043446/#:/z/1./5:7/3/74/29 43451 r cz ------------- ---------------- 1745 • • • 930 9/8 926 WETLAND B9,F.F-EF (TYP) 7— • • • • • • ETLAND 1 T LEVEL A LEGEND • • • • • #1723 • • •416\\.\\ 9\ \\\\#:\e‘\°\4\:\:\\\\\:\\\:\\\\\\\‘:‘\\:\\\\\\\:::\\:‘ \\\\\7\:\\\‘ \\ C3011 /----N;\//\/) /\\') 0 • • • • /® SILT FENCE EXISTING TREE REMOVED TREE CALCULATED AS LOST AREA OF TREE CANOPY CALCULATED AS LOST • • • • • • • • • • • \so" • • • • • / #1714 • • • • / • • • • z/7/7 • • • • // , , : 11/ 1/ 1 i:-/ ::/1::::/1:/ii-f114)-:::11-/11:1_11::::::!:::, iii'1,11 1:1:1- _ _ /7i.ii_i___-___ iiiii-ii-____ _-___ iiz-z-z-_-_- - z i z i z i - / / / / / / • • ------------ TREE PRESERVATION NOTES 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. NO VEGETATION CLEARING, PRUNING, AND TREE REMOVAL TO BE STARTED WITHOUT COORDINATION WITH THE OWNER'S REPRESENTATIVE. TREES TO BE SAVED AND/OR REMOVED TO BE MARKED IN THE FIELD AND APPROVED BY THE CITY PRIOR TO ANY REMOVAL. CONTRACTOR TO PROTECT EXISTING TREES, SHRUBS, AND VEGETATION WHERE NOTED. UNAUTHORIZED REMOVAL WILL REQUIRE REPLACEMENT AND POSSIBLE RESTITUTION. DURING THE CONSTRUCTION, IF TREES NOTED TO BE SAVED ARE DAMAGED AND CONSIDERED LOST PER THE CITY'S STANDARDS, CONTRACTOR IS RESPONSIBLE FOR REQUIRED REPLACEMENT AND FINANCIAL PENALTY. 3. INSTALL SILT FENCE AND TREE PROTECTION FENCE PRIOR TO COMMENCING GRADING ACTIVITIES. INSTALL TREE PROTECTION FENCE AROUND TREES TO BE SAVED AT A DISTANCE IN FEET FROM TREE EQUAL TO THE TREE DIAMETER (DBH). SILT FENCE AND TREE PROTECTION FENCE MUST BE INSTPECTED BY CITY STAFF PRIOR TO ANY SITE WORK. MAINTAIN FENCES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF AND SEEDING, REMOVE FENCES AND DISPOSE OFFSITE. 4. NO MATERIALS, VEHICLES, OR EQUIPMENT CAN BE STORED WITHIN THE TREE PROTECTION AREAS. 5. AVOID TRIMMING OR CLEARING OAK STANDS BETWEEN APRIL 15 AND JULY 1 TO PREVENT INSECT TRANSMISSION. IF ANY PRUNING OR WOUNDING OAK OCCURS DURING THIS PERIOD, COVER THE WOUND WITH A RECOMMENDED TREE WOUND DRESSING IMMEDIATELY. FRESH OAK STUMPS MUST BE TREATED, COVERED, AND GROUND OUT IMMEDIATELY FOLLOWING FELLING OF TREES. SEE SHEET L1.2 FOR TREE PRESERVATION SCHEDULE 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET L1.1 L1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thc.trN a duly Licensed Lan • Nrihrtector\04 the CO Sk Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/30/15 TREE PRESERVATION PLAN L1.1 PROJECT NO. Know what's SCALE IN FEET OWNER/DEVELOPER TREE PRESERVATION SCHEDULE REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1701 36 SILVER MAPLE ACER SACCHARINUM 1702 22 SILVER MAPLE ACER SACCHARINUM 1703 34 SILVER MAPLE ACER SACCHARINUM 1704 43 SILVER MAPLE ACER SACCHARINUM 1705 39 SILVER MAPLE ACER SACCHARINUM 1706 11 PAPER BIRCH BETULA PAPYRIFERA 1707 24 SILVER MAPLE ACER SACCHARINUM 1708 23 COTTONWOOD POPULUS DELTOIDES 1709 10 25' SCOTCH PINE PINUS SYLVESTRIS *** 1710 25 POPLAR POPULUS TREMULOIDES *** 1711 27 SILVER MAPLE ACER SACCHARINUM *** 1712 7 ASH FRAXINUS SPP. *** 1713 22 POPLAR POPULUS TREMULOIDES *** 1714 8 ASH FRAXINUS SPP. *** 1715 8 15' PINE PINUS SPP. X 1716 9 SUGAR MAPLE ACER SACCHARUM X 1717 13 SUGAR MAPLE ACER SACCHARUM 1718 9 ASH FRAXINUS SPP. 1719 9 ASH FRAXINUS SPP. 1720 10 25' PINE PINUS SPP. 1721 10 25' PINE PINUS SPP. 1722 14 MOUNTAIN ASH SORBUS SPP. MULTI STEM 1723 63 COTTONWOOD POPULUS DELTOIDES 1724 46 COTTONWOOD POPULUS DELTOIDES 1725 31 COTTONWOOD POPULUS DELTOIDES *** 1726 18 CHERRY PRUNUS SEROTINA 1727 12 CHERRY PRUNUS SEROTINA MULTI STEM 1728 14 CHERRY PRUNUS SEROTINA MULTI STEM 1729 17 WHITE OAK QUERCUS ALBA 1730 25 WHITE OAK QUERCUS ALBA *** 1731 24 WHITE OAK QUERCUS ALBA 1732 11 POPLAR POPULUS TREMULOIDES 1733 10 POPLAR POPULUS TREMULOIDES 1734 12 POPLAR POPULUS TREMULOIDES 1735 10 POPLAR POPULUS TREMULOIDES 1736 9 POPLAR POPULUS TREMULOIDES 1737 9 POPLAR POPULUS TREMULOIDES 1738 8 POPLAR POPULUS TREMULOIDES 1739 7 POPLAR POPULUS TREMULOIDES 1740 8 POPLAR POPULUS TREMULOIDES 1741 9 POPLAR POPULUS TREMULOIDES 1742 31 PAPER BIRCH BETULA PAPYRIFERA 1743 8 POPLAR POPULUS TREMULOIDES 1744 27 POPLAR POPULUS TREMULOIDES 1745 7 POPLAR POPULUS TREMULOIDES 1746 7 POPLAR POPULUS TREMULOIDES 1747 13 CHERRY PRUNUS SEROTINA 1748 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1749 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1750 8 PAPER BIRCH BETULA PAPYRIFERA 1751 13 PAPER BIRCH BETULA PAPYRIFERA 1752 12 PAPER BIRCH BETULA PAPYRIFERA 1753 9 ASH FRAXINUS SPP. 1754 9 ASH FRAXINUS SPP. 1755 10 ASH FRAXINUS SPP. 1756 14 CHERRY PRUNUS SEROTINA 1757 31 POPLAR POPULUS TREMULOIDES 1758 17 POPLAR POPULUS TREMULOIDES 1759 9 POPLAR POPULUS TREMULOIDES 1760 17 POPLAR POPULUS TREMULOIDES 1761 17 POPLAR POPULUS TREMULOIDES 1762 10 POPLAR POPULUS TREMULOIDES 1763 8 ASH FRAXINUS SPP. 1764 14 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1765 8 ASH FRAXINUS SPP. 1766 16 POPLAR POPULUS TREMULOIDES 1767 11 POPLAR POPULUS TREMULOIDES 1768 12 POPLAR POPULUS TREMULOIDES 1769 11 POPLAR POPULUS TREMULOIDES 1770 14 POPLAR POPULUS TREMULOIDES 1771 11 POPLAR POPULUS TREMULOIDES 1772 11 POPLAR POPULUS TREMULOIDES 1773 13 OAK QUERCUS SPP. 1774 14 OAK QUERCUS SPP. 1775 11 ASH FRAXINUS SPP. 1776 16 POPLAR POPULUS TREMULOIDES 1777 49 BASSWOOD TILIA AMERICANA 1778 12 POPLAR POPULUS TREMULOIDES 1779 11 PAPER BIRCH BETULA PAPYRIFERA 1780 24 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1781 6 CHERRY PRUNUS SEROTINA 1782 12 PAPER BIRCH BETULA PAPYRIFERA 1783 30 SILVER MAPLE ACER SACCHARINUM X 1784 20 PAPER BIRCH BETULA PAPYRIFERA X 1785 10 PAPER BIRCH BETULA PAPYRIFERA X 1786 10 PAPER BIRCH BETULA PAPYRIFERA X 1787 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1788 39 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1789 33 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1790 19 WHITE OAK QUERCUS ALBA X 1791 39 PAPER BIRCH BETULA PAPYRIFERA 1792 30 WHITE OAK QUERCUS ALBA X 1793 17 WHITE OAK QUERCUS ALBA X 1794 11 WHITE OAK QUERCUS ALBA X 1795 11 WHITE OAK QUERCUS ALBA X 1796 33 WHITE OAK QUERCUS ALBA X 1797 16 WHITE OAK QUERCUS ALBA *** 1798 12 WHITE OAK QUERCUS ALBA *** 1799 14 POPLAR POPULUS TREMULOIDES 1800 17 WHITE OAK QUERCUS ALBA REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1801 10 POPLAR POPULUS TREMULOIDES 1802 11 POPLAR POPULUS TREMULOIDES 1803 15 PAPER BIRCH BETULA PAPYRIFERA 1804 12 PAPER BIRCH BETULA PAPYRIFERA 1805 15 POPLAR POPULUS TREMULOIDES 1806 14 PAPER BIRCH BETULA PAPYRIFERA 1807 11 ASH FRAXINUS SPP. 1808 16 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1809 23 SILVER MAPLE ACER SACCHARINUM 1810 29 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1811 11 PAPER BIRCH BETULA PAPYRIFERA 1812 12 PAPER BIRCH BETULA PAPYRIFERA 1813 24 WHITE OAK QUERCUS ALBA 1814 15 PAPER BIRCH BETULA PAPYRIFERA 1815 10 PAPER BIRCH BETULA PAPYRIFERA 1816 12 WHITE OAK QUERCUS ALBA 1817 11 POPLAR POPULUS TREMULOIDES 1818 11 POPLAR POPULUS TREMULOIDES 1819 11 POPLAR POPULUS TREMULOIDES 1820 10 POPLAR POPULUS TREMULOIDES 1821 10 POPLAR POPULUS TREMULOIDES 1822 10 POPLAR POPULUS TREMULOIDES 1823 12 POPLAR POPULUS TREMULOIDES 1824 15 POPLAR POPULUS TREMULOIDES 1825 14 POPLAR POPULUS TREMULOIDES 1826 11 WHITE OAK QUERCUS ALBA 1827 17 POPLAR POPULUS TREMULOIDES 1828 12 POPLAR POPULUS TREMULOIDES 1829 12 POPLAR POPULUS TREMULOIDES 1830 14 POPLAR POPULUS TREMULOIDES 1831 11 POPLAR POPULUS TREMULOIDES 1832 10 POPLAR POPULUS TREMULOIDES 1833 15 POPLAR POPULUS TREMULOIDES 1834 11 POPLAR POPULUS TREMULOIDES 1835 6 POPLAR POPULUS TREMULOIDES 1836 7 POPLAR POPULUS TREMULOIDES 1837 7 POPLAR POPULUS TREMULOIDES 1838 10 POPLAR POPULUS TREMULOIDES 1840 12 POPLAR POPULUS TREMULOIDES 1841 10 POPLAR POPULUS TREMULOIDES 1842 10 POPLAR POPULUS TREMULOIDES 1843 11 POPLAR POPULUS TREMULOIDES 1844 12 POPLAR POPULUS TREMULOIDES 1845 14 POPLAR POPULUS TREMULOIDES 1846 10 POPLAR POPULUS TREMULOIDES 1847 13 POPLAR POPULUS TREMULOIDES 1848 8 POPLAR POPULUS TREMULOIDES 1849 8 OAK QUERCUS SPP. 1850 11 POPLAR POPULUS TREMULOIDES 1851 13 POPLAR POPULUS TREMULOIDES 1852 12 POPLAR POPULUS TREMULOIDES 1853 10 POPLAR POPULUS TREMULOIDES 1854 12 POPLAR POPULUS TREMULOIDES 1855 13 POPLAR POPULUS TREMULOIDES 1856 11 POPLAR POPULUS TREMULOIDES 1857 9 POPLAR POPULUS TREMULOIDES 1858 14 POPLAR POPULUS TREMULOIDES 1859 9 POPLAR POPULUS TREMULOIDES 1860 9 POPLAR POPULUS TREMULOIDES 1861 10 POPLAR POPULUS TREMULOIDES 1862 6 CHERRY PRUNUS SEROTINA 1863 8 POPLAR POPULUS TREMULOIDES 1864 16 POPLAR POPULUS TREMULOIDES 1865 55 WHITE OAK QUERCUS ALBA 1866 10 PIN OAK QUERCUS PALUSTRIS 1867 39 RED OAK QUERCUS RUBRA 1868 7 RED OAK QUERCUS RUBRA 1869 10 POPLAR POPULUS TREMULOIDES 1870 13 POPLAR POPULUS TREMULOIDES 1871 10 POPLAR POPULUS TREMULOIDES 1872 13 POPLAR POPULUS TREMULOIDES 1873 11 POPLAR POPULUS TREMULOIDES 1874 10 POPLAR POPULUS TREMULOIDES 1875 14 POPLAR POPULUS TREMULOIDES 1876 12 POPLAR POPULUS TREMULOIDES 1877 12 POPLAR POPULUS TREMULOIDES 1878 14 POPLAR POPULUS TREMULOIDES 1879 13 CHERRY PRUNUS SEROTINA 1880 15 RED OAK QUERCUS RUBRA 1881 21 BUR OAK QUERCUS MACROCARPA 1882 22 BUR OAK QUERCUS MACROCARPA 1883 16 BUR OAK QUERCUS MACROCARPA 1884 10 BUR OAK QUERCUS MACROCARPA 1885 10 BUR OAK QUERCUS MACROCARPA 1886 9 BUR OAK QUERCUS MACROCARPA 1887 8 BUR OAK QUERCUS MACROCARPA 1888 8 CHERRY PRUNUS SEROTINA 1889 14 POPLAR POPULUS TREMULOIDES 1890 11 POPLAR POPULUS TREMULOIDES 1891 12 POPLAR POPULUS TREMULOIDES 1892 15 POPLAR POPULUS TREMULOIDES 1893 9 POPLAR POPULUS TREMULOIDES 1894 14 POPLAR POPULUS TREMULOIDES 1895 16 OAK QUERCUS SPP. 1896 12 POPLAR POPULUS TREMULOIDES 1897 8 POPLAR POPULUS TREMULOIDES 1898 9 20' SCOTCH PINE PINUS SYLVESTRIS 1899 9 20' SPRUCE PICEA SPP. 1900 9 20' SPRUCE PICEA SPP. REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1901 9 20' PINE PINUS SPP. 3401 8 BUR OAK QUERCUS MACROCARPA 3402 18 BUR OAK QUERCUS MACROCARPA 3403 8 BUR OAK QUERCUS MACROCARPA 3404 18 CHERRY PRUNUS SEROTINA 3405 13 BUR OAK QUERCUS MACROCARPA 3406 6 BUR OAK QUERCUS MACROCARPA 3407 11 POPLAR POPULUS TREMULOIDES 3408 11 POPLAR POPULUS TREMULOIDES 3409 12 RED OAK QUERCUS RUBRA 3410 10 POPLAR POPULUS TREMULOIDES 3411 10 POPLAR POPULUS TREMULOIDES 3412 13 POPLAR POPULUS TREMULOIDES 3413 11 POPLAR POPULUS TREMULOIDES 3414 24 SILVER MAPLE ACER SACCHARINUM MULTI STEM 3415 25 SILVER MAPLE ACER SACCHARINUM MULTI STEM 3416 18 POPLAR POPULUS TREMULOIDES 3417 10 RED OAK QUERCUS RUBRA 3418 10 ASH FRAXINUS SPP. 3419 16 RED OAK QUERCUS RUBRA 3420 18 ASH FRAXINUS SPP. 3421 12 ASH FRAXINUS SPP. 3422 13 PINE PINUS SPP. *** 3423 10 POPLAR POPULUS TREMULOIDES *** 3424 12 POPLAR POPULUS TREMULOIDES *** 3425 6 POPLAR POPULUS TREMULOIDES *** 3426 9 POPLAR POPULUS TREMULOIDES *** 3427 12 POPLAR POPULUS TREMULOIDES *** 3428 11 POPLAR POPULUS TREMULOIDES *** 3429 13 POPLAR POPULUS TREMULOIDES *** 3430 11 POPLAR POPULUS TREMULOIDES 3431 10 POPLAR POPULUS TREMULOIDES 3432 11 POPLAR POPULUS TREMULOIDES 3433 12 POPLAR POPULUS TREMULOIDES 3434 12 POPLAR POPULUS TREMULOIDES 3435 14 POPLAR POPULUS TREMULOIDES 3436 14 POPLAR POPULUS TREMULOIDES 3437 15 POPLAR POPULUS TREMULOIDES 3438 12 POPLAR POPULUS TREMULOIDES 3439 11 POPLAR POPULUS TREMULOIDES 3440 36 BUR OAK QUERCUS MACROCARPA 1 3441 12 POPLAR POPULUS TREMULOIDES 3442 13 POPLAR POPULUS TREMULOIDES 3443 9 POPLAR POPULUS TREMULOIDES 3444 13 POPLAR POPULUS TREMULOIDES 3445 12 POPLAR POPULUS TREMULOIDES 3446 12 POPLAR POPULUS TREMULOIDES 3447 11 POPLAR POPULUS TREMULOIDES 3448 11 POPLAR POPULUS TREMULOIDES 3449 10 POPLAR POPULUS TREMULOIDES 3450 6 BUR OAK QUERCUS MACROCARPA 3451 10 POPLAR POPULUS TREMULOIDES 3452 12 POPLAR POPULUS TREMULOIDES 3453 10 POPLAR POPULUS TREMULOIDES *** 3454 12 POPLAR POPULUS TREMULOIDES *** 3455 10 POPLAR POPULUS TREMULOIDES *** 3456 11 POPLAR POPULUS TREMULOIDES X 3457 11 POPLAR POPULUS TREMULOIDES X 3458 11 POPLAR POPULUS TREMULOIDES X 3459 13 POPLAR POPULUS TREMULOIDES X 3460 14 POPLAR POPULUS TREMULOIDES X 3461 9 POPLAR POPULUS TREMULOIDES X 3462 10 POPLAR POPULUS TREMULOIDES X 3463 9 POPLAR POPULUS TREMULOIDES X 3464 8 POPLAR POPULUS TREMULOIDES X 3465 9 POPLAR POPULUS TREMULOIDES X 3466 11 POPLAR POPULUS TREMULOIDES X 3467 6 POPLAR POPULUS TREMULOIDES X 3468 7 POPLAR POPULUS TREMULOIDES X 3469 8 POPLAR POPULUS TREMULOIDES X 3470 8 POPLAR POPULUS TREMULOIDES X 3471 10 POPLAR POPULUS TREMULOIDES X 3472 9 POPLAR POPULUS TREMULOIDES X 3473 8 POPLAR POPULUS TREMULOIDES X 3474 9 POPLAR POPULUS TREMULOIDES X 3475 7 POPLAR POPULUS TREMULOIDES X 3476 8 POPLAR POPULUS TREMULOIDES *** 3477 9 POPLAR POPULUS TREMULOIDES *** 3478 9 POPLAR POPULUS TREMULOIDES *** 3479 9 POPLAR POPULUS TREMULOIDES *** 3480 9 POPLAR POPULUS TREMULOIDES *** 3481 8 POPLAR POPULUS TREMULOIDES 3482 34 WHITE OAK QUERCUS ALBA 3483 27 ASH FRAXINUS SPP. *** 3484 12 POPLAR POPULUS TREMULOIDES *** 3485 13 WHITE OAK QUERCUS ALBA *** 3486 8 POPLAR POPULUS TREMULOIDES *** 3487 6 POPLAR POPULUS TREMULOIDES *** 3488 10 POPLAR POPULUS TREMULOIDES *** 3489 34 WHITE OAK QUERCUS ALBA *** 3490 10 POPLAR POPULUS TREMULOIDES X 3491 10 CHERRY PRUNUS SEROTINA *** 3492 13 WHITE OAK QUERCUS ALBA X 3493 9 PAPER BIRCH BETULA PAPYRIFERA X 3494 19 OAK QUERCUS SPP. X 3495 10 POPLAR POPULUS TREMULOIDES X 3496 26 RED OAK QUERCUS RUBRA X 3497 37 BOXELDER ACER NEGUNDO X 3498 9 POPLAR POPULUS TREMULOIDES X 3499 7 POPLAR POPULUS TREMULOIDES REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES X 3500 9 POPLAR POPULUS TREMULOIDES 601 36 BOXELDER ACER NEGUNDO MULTI STEM X 602 17 BUR OAK QUERCUS MACROCARPA X 603 10 POPLAR POPULUS TREMULOIDES X 604 9 POPLAR POPULUS TREMULOIDES X 605 9 POPLAR POPULUS TREMULOIDES X 606 12 CHERRY PRUNUS SEROTINA X 607 18 RED OAK QUERCUS RUBRA X 608 18 POPLAR POPULUS TREMULOIDES X 609 9 POPLAR POPULUS TREMULOIDES X 610 6 POPLAR POPULUS TREMULOIDES X 611 7 POPLAR POPULUS TREMULOIDES X 612 9 POPLAR POPULUS TREMULOIDES X 613 8 POPLAR POPULUS TREMULOIDES 614 8 POPLAR POPULUS TREMULOIDES 615 9 POPLAR POPULUS TREMULOIDES 616 8 POPLAR POPULUS TREMULOIDES 617 9 POPLAR POPULUS TREMULOIDES 618 7 POPLAR POPULUS TREMULOIDES 619 19 RED OAK QUERCUS RUBRA 620 22 SILVER MAPLE ACER SACCHARINUM 621 52 SILVER MAPLE ACER SACCHARINUM MULTI STEM 622 60 SILVER MAPLE ACER SACCHARINUM MULTI STEM 623 46 SILVER MAPLE ACER SACCHARINUM MULTI STEM 624 31 SILVER MAPLE ACER SACCHARINUM MULTI STEM 625 70 SILVER MAPLE ACER SACCHARINUM MULTI STEM 626 30 SILVER MAPLE ACER SACCHARINUM MULTI STEM 627 24 SILVER MAPLE ACER SACCHARINUM MULTI STEM 628 20 SILVER MAPLE ACER SACCHARINUM 629 7 POPLAR POPULUS TREMULOIDES 630 9 POPLAR POPULUS TREMULOIDES 631 10 POPLAR POPULUS TREMULOIDES 632 10 POPLAR POPULUS TREMULOIDES 633 10 POPLAR POPULUS TREMULOIDES 634 10 POPLAR POPULUS TREMULOIDES X 635 10 POPLAR POPULUS TREMULOIDES X 636 9 POPLAR POPULUS TREMULOIDES 637 10 POPLAR POPULUS TREMULOIDES 638 28 BUR OAK QUERCUS MACROCARPA MULTI STEM 639 16 RED OAK QUERCUS RUBRA 640 18 RED OAK QUERCUS RUBRA *** 641 20 35' PINE PINUS SPP. 642 15 CHERRY PRUNUS SEROTINA *** 643 20 SILVER MAPLE ACER SACCHARINUM MULTI STEM 644 10 25' PINE PINUS SPP. 645 10 25' SPRUCE PICEA SPP. X 646 23 COTTONWOOD POPULUS DELTOIDES X 647 10 25' SPRUCE PICEA SPP. 648 10 25' SPRUCE PICEA SPP. 649 10 25' SPRUCE PICEA SPP. 650 10 25' SPRUCE PICEA SPP. 651 10 25' SPRUCE PICEA SPP. 652 25 AMUR CHERRY MULTI STEM X 653 30 RED OAK QUERCUS RUBRA X 654 30 RED OAK QUERCUS RUBRA X 655 9 20' SPRUCE PICEA SPP. X 656 15 30' SPRUCE PICEA SPP. 657 30 WHITE OAK QUERCUS ALBA 658 10 25' SPRUCE PICEA SPP. TREES NOT TAGGED PT 3069 10 OAK QUERCUS SPP. PT 1662 30 OAK QUERCUS SPP. PT 3070 12 SPRUCE PICEA SPP. PT 1392 12 OAK QUERCUS SPP. X PT 3057 14 PINE PINUS SPP. NOTE *** TREE COUNTED AS LOST (LIKELY TO BE REMOVED BY BUILDERS) TREE PRESERVATION SUMMARY ORD. SEC 31-522 TOTAL EXISTING SIGNIFICANT TREES REMOVE SIGNIFICANT TREES BY DEVELOPER SIGNIFICANT TREES LIKELY TO BE REMOVED BY BUILDERS (COUNTED AS LOST) TOTAL REMOVE SIGNIFICANT TREES 362 TREES 65 TREES 36 TREES 101 TREES (27.9%) TOTAL EXISTING SIGNIFICANT TREES REMOVED EXISTING SIGNIFICANT TREES BY DEVELOPER REMOVED EXISTING SIGNIFICANT TREES BY BUILDERS (COUNTED AS LOST) TOTAL REMOVED CROWN COVER OF SIGNIFICANT TREES (35% ALLOWANCE WITH NO REPLACEMENT REQUIRED) 5,297 DBH. 895 DBH. 472 DBH. 1,367 DBH. (25.8%) TOTAL AREAS OF EXISTING CROWN COVER TOTAL AREAS OF REMOVED EXISTING CROWN COVER (50% ALLOWANCE WITH NO REPLACEMENT REQUIRED) 298,580 SF. 82,130 SF. (27.5%) THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab,com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th tO i a duly Licensed Lan.-..p hitect Tl" Qr the laws of t�� Sit- of M�iLPd� � COSI Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01 /30/15 SHEET L102CLS02.DWG TREE PRESERVATION SCHEDULE L1.2 PROJECT NO. CLS14002 / 16, 44 tit IttoLouilki I I I / / 0 \ \ \ \ \ OUTLOT A WETLAND 3 MANAGEMENT LEVEL A PERSERVE (MANAGE 1) WETLAND 2 MANAGEMENT LEVEL B MAINTAIN • • PriA Aom MULC ISH 1 I I III III III Maka ax,lllru� III III III —II MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL VII�IIVII I�V�IIIV DOUBLE STRAND 14 GA. WIRE 3' 0 120 DEGREE INTERVALS 16" POLY PROPYLENE OR POLYETHYLENE, 40 ML, 1-1/2" WIDE STRAP ROOT FLARE AT SOIL LINE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS I NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). / TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. / X ONE FLAG PER WIRE PLANTING SOIL TOP SOIL III n� III DISH \ 7 7 /WETLAND 4 / MANAGEMENT LEVEL A RESERVE (MANAGE-1) CONIFEROUS TREE PLANTING (TYP) III III III MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING / PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL III11111k1111V BAY/ FILTRATIO IN 7 vVV 7 REBA FILTRATI BASIN 922 DOUBLE STRAND 14 GA. WIRE 3' 0 120 DEGREE INTERVALS \ 7 16" POLY PROPYLENE OR POLYETHYLENE, 40 ML, 1-1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. ---------------------- TLAND 1 MANAGEM. T LEVEL A PRESERVE / PLANT SCHEDULE / / / KEY QUANT. COMMON NAME SCIENTIFIC NAME SIZE ROOT COND. MATURE SIZE DECIDUOUS TREES BP QB QM 8 2 3 WHITESPIRE BIRCH SWAMP WHITE OAK BUR OAK BETULA PLATYPHYLLA 'WHITESPIRE' QUCERCUS BICOLOR QUCERCUS MACROCARPA 10' CLUMP 2.5" CAL. 2.5" CAL. B&B B&B B&B 40'H X 25'W 50'H X 45'W 60'H X 55'W CONIFEROUS TREES PG 11 BLACK HILLS SPRUCE PICEA GLAUCA 'DENSATA' 6' HT. B&B 45'H X 25'W SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE AND/OR INSTALLATION. LANDSCAPE REQUIREMENT TOTAL REQUIRED (3 TREES/ LOT) 24 TREES TOTAL PROVIDED 24 TREES / / / / / / V / / / / 940- / LANDSCAPE NOTES / / / / / / / OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND / STILLWATER, / MINNESOTA 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION. 4. ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT MATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND DISFIGURATION. 5. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWING LAYOUT FIGURES. 6. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL TREES LOCATED IN TURF AREAS. NO VINYL EDGING IS REQUIRED. 7. PLANTING SOIL FOR LANDSCAPED AREAS SHALL BE AT MINIMUM SIX (6) INCHES IN DEPTH AND A SANDY LOAM, SILT LOAM, LOAM, OR SANDY CLAY CONSISTING OF NO MORE THAN 65% SAND, 1.5-10% ORGANIC MATTER, A PH OF 4.5-6.8, SOLUBLE SALTS LESS THAN 2 MMHOS/CM, FREE OF CHEMICAL CONTAMINANTS, AND NOT COMPACTED BEYOND 80% OF STANDARD PROCTOR OR 200 PSI. SUBSOIL SHALL BE SCARIFIED BEFORE TOPSOIL IS SPREAD. SOIL SHALL BE GENERALLY FREE OF DEBRIS SUCH AS LARGE ROCKS AND FRAGMENTS OF WOOD. 8. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED. 9. LANDSCAPE CONTRACTOR TO MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT GUARANTY PERIOD. THE GUARANTY PERIOD IS ONE GROWING SEASON FROM DATE OF PROVISIONAL ACCEPTANCE UNTIL FINAL ACCEPTANCE. ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or and r my direct supervision, and t a duly Y Licensed Lan• ..p tect I��r the 1/4 laws oft�� I, -ofM V- �. ��1 s-` w CON Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01 /30/15 SHEET L201 CLS02.DWG LANDSCAPE PLAN L2.1 C;) CONIFEROUS TREE PLANTING NO SCALE DECIDUOUS TREE PLANTING NO SCALE 40 120 I SCALE IN FEET PROJECT NO. CLS14002 OWNER/DEVELOPER SWPPP SUMMARY/OVERVIEW THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THE POLLUTION PREVENTION MANAGEMENT MEASURES INSPECTION AND MAINTENANCE REQUIREMENTS OF NPDES PERMIT MN R100001, PART III, SUBPART A. THIS SWPPP INCLUDES A COMBINATION OF NARRATIVE. ATTACHED FIGURE(S) AND PLAN SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT PLAN FOR THE PROJECT. CONTACTS OWNER: ENGINEER: CLAN DESIGN LAB, INC CONTACT: THAD RICH CONTACT: STEVE JOHNSTON PHONE: 612-770-7653 PHONE: 612-382-4804 EMAIL: THAD©THADRICH.COM EMAIL: STEVE.JOHNSTON©ELANLAB.COM THE GENERAL CONTRACTOR (OPERATOR) SHALL ATTACH THEIR REQUIRED CONTACT INFORMATION TO THE SWPPP AFTER THE CONTRACT FOR THE PROJECT IS AWARDED. CONTRACTOR: TBD CONTACT: XXXX PHONE: XXXX EMAIL: XXXX GENERAL PROJECT INFORMATION PROJECT NAME: RICHLIND PROJECT LOCATION: STILLWATER, MINNESOTA CONSTRUCTION START DATE: TBD CONSTRUCTION END DATE: TBD THIS PROJECT WILL CONSIST OF: THE DEVELOPMENT OF 10 RESIDENTIAL HOMES ACCESSED BY LENGTH, SERVED WITH MUNICIPAL SANITARY SEWER AND WATER SERVICES. AMENDMENTS TO THE SWPPP A CITY STREET 650 FEET IN THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT. AMENDMENTS WILL BE APPROVED BY BOTH THE OWNER AND CONTRACTOR (OPERATOR) AND WILL BE ATTACHED TO THE SWPPP AS AN ADDITIONAL SHEET. THE SWPPP AND AMENDMENTS WILL BE KEPT ON SITE BY THE CONTRACTOR (OPERATOR) WHENEVER CONSTRUCTION ACTIVITY IS IN PROGRESS. GENERAL SWPPP RESPONSIBILITIES THE CONTRACTOR (OPERATOR) SHALL PROVIDE A KNOWLEDGEABLE AND EXPERIENCED PERSON(S) TO OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION. INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BP'S BEFORE AND DURING CONSTRUCTION. BOTH THE OWNER AND CONTRACTOR (OPERATOR( SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/OR TRANSFER OF THE PERMIT. THE WILL BE RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM(S) AS IDENTIFIED IN AN MAINTENANCE AGREEMENT WITH UNLESS SPECIFICALLY STATED THE ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY SWPPP ACTIVITIES DURING OR AFTER CONSTRUCTION. TRAINING REQUIREMENTS PREPARER/DESIGNER OF THE SWPPP: STEPHEN JOHNSTON, PE EMPLOYER: ELAN DESIGN LAB, INC. THE CONTRACTOR (OPERATOR) SHALL PROVIDE AT LEAST ONE TRAINED PERSON TO REVIEW THIS DOCUMENT, APPLY FOR NECESSARY PERMITS, OVERSEE THE IMPLEMENTATION OF THE SWPPP AND TO INSTALL. INSPECT. MAINTAIN AND REPAIR BMP'S. TRAINING MUST BE IN CONFORMANCE WITH THE NPDES CONSTRUCTION PERMIT REQUIREMENTS. TRAINING DOCUMENTATION MUST KEPT ON -SITE WITH THE SWPPP AND THE TRAINED PERSON MUST BE AVAILABLE ON -SITE WITHIN 72 HOURS. IMPLEMENTATION SEQUENCE: CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SEQUENCE. THE CONTRACTOR MAY MAKE ADJUSTMENTS TO THE SEQUENCE IF NEEDED TO ADDRESS ACTUAL FIELD CONDITIONS. 1. PERFORM MINOR DEMOLITION NEEDED TO INSTALL BMP'S 2. INSTALL ROCK CONSTRUCTION ENTRANCE 3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AND TREE PROTECTION FENCING 4. CONSTRUCT ANY TEMPORARY SEDIMENTATION PONDS REQUIRED FOR LOCALIZED PREVENTION OF EROSION. 5. STRIP TOPSOIL IN FILL AREAS. 6. CONSTRUCT FOREBAYS, INFILTRATION BASINS, RATE CONTROL POND AND ASSOCIATED PIPE SYSTEMS. KEEP INFILTRATION BASIN OFF LINE UNTIL VEGETATION IS ESTABLISHED. STABILIZE WITH SEED, MULCH AND OTHER EROSION CONTROL MEASURES SHOWN ON THE PLAN OR AS REQUIRED IN THE FIELD. 7. COMPLETE MASS SITE GRADING 8. STABILIZE BALANCE OF SITE 9. BEGIN MUNICIPAL INFRASTRUCTURE CONSTRUCTION 10. COMPLETE FINAL GRADING, STABILIZATION AND PLANTINGS ON A LOT BY LOT BASIS AS HOME ARE SOLD AFTER CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED REMOVE ANY TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AND RESTORE ANY AREAS DISTURBED BY THEIR REMOVAL. INSPECTION AND MAINTENANCE ALL INSPECTIONS, MAINTENANCE, REPAIRS, REPLACEMENTS AND REMOVAL ARE TO BE CONSIDERED INCIDENTAL TO THE BMP BID ITEMS. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR COMPLETING REQUIRED INSPECTIONS MAINTENANCE AND OBSERVATION OF WEATHER CONDITIONS. AND RAINFALL AMOUNTS TO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS. THE CONTRACTOR (OPERATOR) SHALL OBSERVE THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. THE CONTRACTOR (OPERATOR) SHALL KEEP A SUMMARY MAINTENANCE/CONSTRUCTION OBSERVATION REPORT TO BE RECORDED AFTER EACH SITE VISIT/OBSERVATION. RECORDS SHALL INCLUDE THE FOLLOWING: 1. DATE AND TIME OF INSPECTIONS 2. NAME OF PERSON CONDUCTING INSPECTION 3. FINDINGS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY 4. CORRECTIVE ACTIONS TAKEN 5. DATE AND AMOUNT OF RAINFALLS GREATER THAN 0.5 INCHES IN 24 HOURS 6. MENTION OF ANY CHANGES MADE TO THE SWPPP 7. A SITE MAP INDICATING ACTIVE CONSTRUCTION AREAS AND LAND DISTURBING ACTIVITIES. THE CONTRACTOR (OPERATOR) SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS MONTHLY TO THE OWNER. THE CONTRACTOR (OPERATOR) MUST KEEP THE SWPPP, ALL INSPECTION REPORTS AND AMENDMENTS ONSITE. THE CONTRACTOR (OPERATOR) SHALL DESIGNATE A SPECIFIC LOCATION TO KEEP THE RECORDS WHENEVER CONSTRUCTION ACTIVITY IS IN PROGRESS. ALL EROSION PREVENTION AND SEDIMENTATION CONTROL BMP'S MUST BE INSPECTED TO ENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMP'S MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH FUNCTIONAL BMP'S. THE CONTRACTOR (OPERATOR) MUST INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: 1. ALL SEDIMENT BARRIERS INCLUDING SILT FENCE MUST BE REPAIRED REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE FENCE HEIGHT. THESE REPAIRS SHALL BE MADE WITHIN 24 HOURS OF DISCOVERY. 2. TEMPORARY AND PERMANENT SEDIMENT BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY. 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE OPERATOR SHALL REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. THE OPERATOR SHALL RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY, UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL CONSTRAINTS. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. 5. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY BMP'S. AS WELL AS EROSION AND SEDIMENT CONTROL BMP'S FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS. 7. ALL FILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE FILTRATION AREAS AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE FILTRATION AREA. RELATED REVIEWS AND PERMITS. ENVIRONMENTAL, ARCHEOLOGICAL, LOCAL, STATE, AND/OR FEDERAL REVIEWS/PERMIT: TYPE OF REVIEW CITY OF STILLWATER MSCWM0 REQUIRED ACTIONS PRELIMINARY AND FINAL PLAT APPROVAL PENDING EROSION CONTROL AND STORM WATER MANAGEMENT PERMITS TO BE APPLIED FOR AFTER CITY APPROVAL POLLUTION PREVENTION MANAGEMENT MEASURES THE CONTRACTOR (OPERATOR) SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR INFORMING ALL VISITORS AND/OR PERSONNEL ON -SITE OF THE POLLUTION PREVENTION MANAGEMENT MEASURES. ALL POLLUTION PREVENTION MANAGEMENT MEASURES ARE TO BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM, UNLESS OTHERWISE NOTED. POLLUTION PREVENTION MANAGEMENT MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR THE PROPER DISPOSAL, IN COMPLIANCE WITH MPCA DISPOSAL REQUIREMENTS, OF ALL SOLID WASTE AND HAZARDOUS MATERIALS ON -SITE. CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON -SITE, UNLESS DONE IN AN ENGINEERED LEAK -PROOF CONTAINMENT SYSTEM. THE ENGINEERED SYSTEM PROVIDED BY THE CONTRACTOR (OPERATOR) MUST INCLUDE SITE DRAWINGS FOR THE PROJECT FILE AND WRITTEN ASSURANCE THAT THE SYSTEM WILL WORK AS DESIGNED AND LEAVE NO DISCHARGE OF CONCRETE OR CONCRETE RESIDUE POTENTIAL TO WATERS OF THE STATE DURING A MINIMUM OF A 100-YEAR STORM EVENT. ANY LIQUID AND SOLID WASTE MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT SYSTEM TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. THE CONCRETE WASHOUT CONTAINMENT SYSTEM AND ALL RELATED ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM. ALL NONHAZARDOUS WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER OR OTHER APPROVED CONTAINMENT METHOD AT THE END OF EACH DAY. ANY ALTERNATIVE TO A METAL DUMPSTER MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE PROJECT ENGINEER. THE DUMPSTER SHALL BE EMPTIED AS NECESSARY TO FUNCTION AS INTENDED FOR DEBRIS COLLECTION. NO CONSTRUCTION GARBAGE OR WASTE MATERIAL SHALL BE BURIED ON -SITE. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR SHALL COLLECT ALL SANITARY WASTE FROM THE PORTABLE UNITS AT A RATE NECESSARY TO MAINTAIN DESIGNED FUNCTION. ALL VEHICLES ON -SITE SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTION MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. ALL FERTILIZERS SHALL BE STORED IN A COVERED SHELTER. PARTIALLY USED BAGS SHALL BE TRANSFERRED TO A SEALABLE BIN TO REDUCE THE CHANCE OF SPILLAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS. WHICH ARE CLEARLY LABELED. SPILL KITS SHALL BE INCLUDED WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES. SECONDARY CONTAINMENT MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE OPERATOR. ANY ASPHALT SUBSTANCES USED ON -SITE SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL PAINT CONTAINERS AND CURING COMPOUNDS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND/OR CURING COMPOUNDS SHALL NOT BE DISCHARGED INTO THE STORM SEWER SYSTEM AND SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURE'S INSTRUCTION. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN-UP SHALL BE KEPT IN AN ENCLOSED TRAILER OR SHED ON -SITE. EQUIPMENT SHALL INCLUDE. BUT NOT LIMITED TO, BROOMS, MOPS, DUST PANS, RAGS, GLOVES, GOGGLES, ABSORBENT (KITTY LITTER) OIL ABSORBENT BOOMS AND DIAPERS AND BUCKETS. ALL SPILLS SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM WATER CONVEYANCE SYSTEM SHALL BE REPORTED TO THE MINNESOTA DUTY OFFICER AT 1-800-422-0798. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES AND ENGINE DEGREASING ARE PROHIBITED AT THE CONSTRUCTION SITE. THE SWPPP INCLUDES THE FOLLOWING SHEETS: GENERAL SWPPP NOTES AND SHEETS - SWPPP EROSION AND SEDIMENT CONTROL AND TURF ESTABLISHMENT SHEETS - C3.1, C3.2, C3.3 PROJECT SPECIFIC INFORMATION (NOTE: AREAS ARE ROUNDED TO THE NEAREST HUNDREDTH OF AN ACRE) TOTAL PROJECT AREA: 7.44 AC. TOTAL LAND AREA TO BE DISTURBED: 2.27 AC. PRE -CONSTRUCTION IMPERVIOUS AREA: 0.45 AC. POST -CONSTRUCTION IMPERVIOUS AREA: 1.32 AC. IMPERVIOUS AREA ADDED: 0.87 AC. RECEIVING WATERS WITHIN 1 MILE FROM PROJECT BOUNDARIES: NAME OF WATER BODY TYPE SPECIAL OR IMPAIRED WATER THE PROJECT DOES NOT DISCHARGE RUNOFF TO AN IMPAIRED OR SPECIAL WATER. THE PROJECT IS NOT LOCATED IN A KARST AREA. THE PROJECT DOES NOT DISCHARGE TO A CALCAREOUS FEN. PROPOSED STORM WATER TREATMENT SUMMARY: RUNOFF FROM THE STREET AND THE FRONT OF THE PROPOSED HOMES IS DIRECTED TO A FOREBAY DESIGNED TO REMOVE SUSPENDED SOLIDS AND THEN TO A FILTRATION BASIN SIZED TO CONTAIN 1" OF RUNOFF FROM IMPERVIOUS AREAS AND 0.5" FROM DISTURBED PERVIOUS AREAS AND THEN FINALLY TO A RATE CONTROL POND BEFORE DISCHARGE TO AN THE STORM SEWER IN EAGLE RIDGE TRAIL. THE REAR YARDS GENERALLY FLOW ACROSS A NATURALLY VEGETATED BUFFER AND THEN TO THE EXISTING WETLANDS ON THE SITE. EROSION PREVENTION MEASURES AND TIMING: THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR ALL EROSION PREVENTION MEASURES FOR THE PROJECT EROSION PREVENTION MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACTOR (OPERATOR) SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICE AND CONSTRUCTION PHASING TO MINIMIZE EROSION AND RETAIN VEGETATION WHENEVER POSSIBLE ALL AREAS NOT TO BE DISTURBED SHALL BE DELINEATED WITH FLAGS, STAKES, SIGNS, OR OTHER MEANS NECESSARY TO PROTECT THESE AREAS BEFORE CONSTRUCTION BEGINS ON THE SITE. ALL DRAINAGE DITCHES AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER OR 24 HOURS AFTER CONSTRUCTION ACTIVITY IN THE DITCH/SWALE HAS TEMPORARILY OR PERMANENTLY CEASED. ALL PIPE OUTLETS SHALL HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. ALL EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION. IN NO CASE SHALL UN -WORKED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FOR MORE THAN 14 DAYS WITH PROVIDING TEMPORARY OR PERMANENT STABILIZATION. (7 DAYS FOR PROJECTS WITH A RECEIVING WATER THAT IS IMPAIRED OR SPECIAL) SITE SOIL INFORMATION: SOIL INFORMATION PROVIDED IS OBTAINED FROM THE USGS SOIL SURVEY INFORMATION AND IS FOR NPDES PERMIT INFORMATION ONLY. THE OPERATOR SHALL NOT RELY ON THIS SOIL INFORMATION HYDROLOGIC SOIL SOIL NAME CLASSIFICATION RONNEBY FINE SAND LOAM B KINGLSEY SANDYLOAM B SEDIMENT CONTROL MEASURES AND TIMING THE OPERATOR (CONTRACTOR) IS RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT. SEDIMENT CONTROL MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: SEDIMENT CONTROL MEASURES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. ON SLOPES WITH 3:1 OR STEEPER GRADES THERE SHALL BE NO UNBROKEN SLOPE LENGTH GREATER THAN 75 FEET. ALL STORM DRAIN INLETS AND CULVERT INLETS SHALL BE PROTECTED BY AN APPROPRIATE BMP DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAS BEEN STABILIZED. INLET AND CULVERT PROTECTION SHALL CONFORM TO THE 2005 MNDOT SPECIFICATIONS 2573 AND 3891. STOCK PILES SHALL BE PROVIDED WITH AN EFFECTIVE SEDIMENT PERIMETER CONTROL AND SHALL NOT BE PLACED IN ANY TYPE OF SURFACE WATER OR DRAINAGEWAY. VEHICLE TRACKING SHALL BE MINIMIZED WITH EFFECTIVE BMP'S. WHERE THE BMP'S FAIL TO PREVENT SEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCT STREET SWEEPING TO REMOVE ALL TRACKED SEDIMENT. TEMPORARY SEDIMENT BASINS THE OPERATOR IS RESPONSIBLE FOR IDENTIFYING THE NEED FOR TEMPORARY SEDIMENT BASINS BASED ON ACTUAL FIELD CONDITIONS TO PROTECT DOWNSTREAM RESOURCES. TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED BEFORE UP GRADIENT VEGETATION IS DISTURBED AND MAINTAINED UNTIL THE RISK OF DAMAGE TO DOWNSTREAM RESOURCES IS MITIGATED BY OTHER MEANS. DEWATERING AND BASIN DRAINING ACTIVITIES THE OPERATOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGE REGULATIONS. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: WHENEVER POSSIBLE WATER FROM DEWATERING ACTIVITIES SHALL DISCHARGE TO A TEMPORARY AND/OR PERMANENT SEDIMENT BASIN. IF WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN, IT SHALL BE TREATED WITH THE OTHER APPROPRIATE BMPS, TO EFFECTIVELY REMOVE SEDIMENT. ALL DISCHARGE POINTS SHALL BE PROTECTED FROM EROSION AND SCOUR. DISCHARGE WATER SHALL BE DISPERSED OVER AN EFFECTIVE ENERGY DISSIPATION MEASURE. ALL WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS. WATER SHALL NOT BE DISCHARGED TO ADJACENT RESIDENTIAL PROPERTIES. IT MUST BE DISCHARGED TO THE PUBLIC STREET. FINAL STABILIZATION THE OPERATOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED. ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 80% VEGETATION COVERAGE. ALL DRAINAGE DITCHES, PONDS AND ALL STORM WATER CONVEYANCE SYSTEMS HAVE BEEN CLEARED OF SEDIMENT AND STABILIZED TO PRECLUDE EROSION. ALL TEMPORARY BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED. FINAL STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2005 SPECIFICATION 2515. PROJECT SPECIFIC NOTES: 1. INFILTRATION BASINS SHALL BE PROTECTED AT ALL TIMES FROM COMPACTION AND SEDIMENT. THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE INFILTRATION RATES ARE NOT NEGATIVELY AFFECTED. 2. THE CONTRACTOR SHALL NOTIFY WATERSHED DISTRICT STAFF AT LEAST 72 HOURS PRIOR TO THE CONSTRUCTION OF THE INFILTRATION BASINS IN ORDER TO PROVIDE FOR DISTRICT CONSTRUCTION OBSERVATION. FAILURE TO NOTIFY THE DISTRICT PRIOR TO INSTALLATION MAY RESULT IN THE REMOVAL OF WORK COMPLETED. 3. THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED MINNESOTA POLLUTION CONTROL AGENCY'S NPDES PHASE 2 CONSTRUCTION PERMIT TO THE WATERSHED DISTRICT PRIOR TO BEGINNING CONSTRUCTION. 4. THE CONTRACTOR SHALL PREVENT COMPACTION OF THE INFILTRATION BASINS DURING CONSTRUCTION, KEEP THE BASINS OFF-LINE FROM RUNOFF EVENTS UNTIL CONSTRUCTION IS COMPLETE AND VEGETATION IS ESTABLISHED, AND PROVIDE EROSION CONTROL MEASURES NEEDED TO PROTECT THE SYSTEM UNTIL ADJACENT AREAS HAVE BEEN PERMANENTLY STABILIZED. 5. PARKING LOT CONSTRUCTION SHALL NOT TAKE PLACE UNTIL INFILTRATION BASIN VEGETATION HAS GERMINATED AND IS ESTABLISHED SUFFICIENTLY TO ACCEPT RUNOFF. THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 C4.2 C5.1 UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thr�e t a duly Licensed Pro oI nee w er the laws r1 th tate p.�p�I1�.• A. Go s"'\" Stephen M. Johnston DATE REGISTRATION NO. 18914 01 /30/15 SHEET SWPPPCLS02.DWG SWPPP PLAN SWPPP PROJECT NO. CLS14002 y WETLAND 2 MANAGEMENT LEVEL B MAINTAIN \ WETLAND BUFER \\ ) a e ( - --INFILTRATION F DUTY ` BY BUILDER (SEE NOTES) \°\I 6---1 A vu/1 Avk,z_Vnc cr`I4-e4c;titete.A WETLAND SUMMARY AREA IMPACT BALANCE WETLAND 1 13,416 SF. 433 SF. 12,983 SF. 0.31 AC. 0.01 AC. 0.30 AC. WETLAND 2 34,294 SF. _ 34,294 SF. 0.79 AC. 0.79 AC. WETLAND 3 2,857 SF. - 2,857 SF. 0.06 AC. 0.06 AC. WEILAND 4 1,861 SF. 545 SF. 1,316 SF. 0.04 AC. 0.01 AC. 0.03 AC. TOTAL 52,428 SF. • 978 SF. 51,450 SF. 1.20 AC. 0.02 AC. 1.18 AC. • LESS THAN 1,000 SF. DE MINIMIS ALLOWED UNDER WETLAND CONSERVATION ACT WITHOUT MITIGATION OR SEQUENCING. INFILTRATION FACILITY BY BU8.ER (SEE NOTES) 1 \ 7, 1 yz 1 / / 1 -� / 11r1/ / I / RAND FILL 544 SF. WETLAND 4 MANAGEMENT LEVEL A PRESERVE (MANAGE 1) INFILTRATION FACILITY BY BUILDER SEE NOTES) p io R DISTURBAN OR GRADING OF STREET LOT SUMMARY LOT LOT AREA NET OF WETLAND & GROSS LOT AREA WETLAND BUFFER LOT 1 25,162 SF. 0.58 AC. LOT 2 35.597 SF. 0.82 AC. LOT 3 57,131 SF. 1.31 AC. LOT 4 66,782 5F. 1.53 AC. LOT 5 25,094 SF. 0.57 AC. LOT 6 30,558 SF. 0.70 AC. LOT 7 23,870 SF. 0.55 AC. LOT 8 21,951 SF. 0.50 AC. OUTLOT A 1,791 SF. 0.04 AC. RIGHT-OF-WAY 36,517 SF. 0.84 AC. 9,443 SF. 14,876 SF. 27,747 SF. 19,653 SF. 14,621 SF. 15,766 SF. 19.660 SF. 21,951 SF. 0.22 AC. 0.34 AC. 0.64 AC. 0.45 AC. 0,34 AC. 0.36 AC. 0.45 AC. 0.50 AC. TOTAL 324.453 SF. 7.44 AC. 143,717 SF. 3.30 AC. N N WETLAND FILL 433 SF. WETLAND 1 MANAGEMENT LEVEL A PRESERVE i \5's- 0° / / / / PROJECT SUMMARY / / / TOTAL AREA 33' BOUTWELL RD ROW GROSS AREA REMAINING WETLAND AREA NEW RIGHT-OF-WAY OUTLOT A NET AREA 340,841 SF. 7.82 AC. 16,388 SF. 0.38 AC. 324,453 SF. 7,44 AC. 51,450 SF. 1.16 AC. 36,517 SF. 0.84 AC. 1,791 SF. 0.04 AC. 234,695 SF. 5.38 AC. TOTAL LOTS GROSS DENSITY NET DENSITY 8 LOTS 1.08 UNIT/AC. 1.49 UNIT/AC. ZONING L RA - ONE FAMILY RESIDENTIAL BUILDING SETBACKS MINIMUM LOT STANDARD FRONT 30' SCE 10' REAR 25' LOT AREA 10,000 SF. LOT WIDTH 75 FEET LOT DEPTH 10D FEET ALL MINIMUM LOT STANDARD MET VARIANCE SUMMARY LOT 1. 3, 4, 5, 6 & 7 FRONT YARD SETBACK REDUCED FROM 30' TO 25' LOT 2 WETLAND BUFFER REDUCED FROM 60' TO 35' MINIMUM DUE TO EXISTING HOUSE. / / / / / / / SITE PLAN NOTES / / OWNER/DEVELOPER / THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND / STILLWATER, / MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL REVISED LOT 7 02/11/15 ISSUE INDEX 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014. EXPRESSLY FCR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. INDIVIDUAL LOT INFILTRATION BASINS TO BE BUILT AT THE TIME OF HOUSE CONSTRUCTION. EACH BASIN TO BE SIZED TO STORE AND INFILTRATE 0.5* RUNOFF FROM ALL IMPERVIOUS AREAS THAT DO NOT DRAIN TO THE STREET. SITE INFILTRATION BASINS IN LOCATIONS THAT INTERCEPT THE RUNOFF OR DIRECT THE RUNOFF TO THE BASINS THOUGH THE USE OF GUTTERS AND /OR PIPES. LEGEND I WETLAND IMPACT 978 SF. (LESS THAN 1,000 SF. DE MINIMIS ALLOWED BY WCA) ® BUFFER VARIANCE FOR LOT 2 BUILDABLE LOT AREA DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) REVISED LOT 7 02/11/14 SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 P 612.260.79R0 ww. elan lab. com 612.260.7990 CERTIFICATION I hereby certify that this plan woN prepared by me, d my direct pervision, d t�yot�1� a duly Licensed Pmo lonele671 ' eejy the lowsO`pv\�h0k"dte_-glFtEf30TA Stephen M. Johnston REGISTRATION NO. 18914 01/30/15 DATE SHEET C201CLS02.DWG SITE PLAN & WETLAND PLAN E) 40 C2.1 120 PROJECT NO. ---- CITY OF STILLWATER WASHINGTON COUNTY, MINNESOTA A RESOLUTION APPROVING VARIANCES FOR RICHLIND CASE NO. 2014-39 13310 BOUTWELL ROAD WHEREAS, Thad Rich made application for approval of a rezoning and preliminary plat for RICHLIND encompassing property legally described as: See Exhibit A; and WHEREAS, together with the preliminary plat application, Thad Rich requested variances to the wetland buffer, the wetland buffer structure setback, front yard setback, minimum lot area and the subdivision regulations; and WHEREAS, on February 11, 2015 the Stillwater Planning Commission held a public hearing on the variances associated with a preliminary plat and found the variances were reasonable, due to a uniqueness of the property, and that they would not alter the essential character of the neighborhood, recommending approval of the variances; and WHEREAS, on March 3, 2015 the Stillwater City Council held a public hearing on the variances. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Stillwater hereby approves the following variances for RICHLIND: 1. 2. 3. 4. 5. A 5' variance to the Wetland 1 60' wetland buffer for disturbance associated with the construction of the right-of-way. A 55' variance to the Wetland 1 60' wetland buffer and a 35' variance to the Wetland 4 60' wetland buffer for disturbance associated with the installation of storm sewer improvements. A 5' variance to the 60' wetland buffer for the preexisting structure on lot 2 to be located 55' from a wetland. A 20' variance to the 20' wetland buffer setback for the preexisting structure on lot 2 to be located 55' from a wetland. A 5' variance to the 30' front yard setback for Lots 1, and 3-7 for future structures to be located 25' from the property line. Resolution No. Page 2 of 3 6. A 557 square foot variance to the minim lot area for Lot 1. 7. A 70' variance to the 600' maximum cul-de-sac length. Enacted by the City Council of the City of Stillwater, Minnesota this 3rd day of March, 2015. CITY OF STILLWATER Ted Kozlowksi, Mayor ATTEST: Diane F. Ward, City Clerk Resolution No. Page 3 of 3 Exhibit A Legal Description All that part of the E 1/2 of NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of the above described tract intersects the South line of the right-of-way of the Minneapolis -St. Paul and Suburban Railway Co.; thence southeasterly along said right- of-way line, said line being a curved line, a distance as measured on the chord of said curved line, 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running trough said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. CITY OF STILLWATER WASHINGTON COUNTY, MINNESOTA A RESOLUTION APPROVING THE PRELIMINARY PLAT FOR RICHLIND CASE NO. 2014-39 13310 BOUTWELL ROAD WHEREAS, Thad Rich made application for approval of a preliminary plat and rezoning for RICHLIND encompassing property legally described as: See Exhibit A; and WHEREAS, on February 11, 2015 the Stillwater Planning Commission held a public hearing and recommended approval of the preliminary plat and rezoning; and WHEREAS, on February 23, 2015 the Stillwater Park Commission discussed the park and trail obligations of the development; and WHEREAS, on March 3, 2015 the Stillwater City Council held a public hearing on the preliminary plat and a conceptual discussion on the rezoning. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Stillwater hereby conceptually approves the rezoning from AP, Agricultural Preserve to RA, Single Family residential and approves the preliminary plat of RICHLIND with the following conditions: 1. The site shall be developed in substantial conformance with the following plans on file with the Community Development Department, except as may be modified by the conditions herein: • Preliminary Plat dated 2/11/15 • Preliminary Plat Grading Plan dated 1/30/15 • Preliminary Plat Utility Plan dated 1/30/15 • Tree Preservation and Landscaping Plan dated 1/30/15 2. The variances and rezoning will not take effect until the final plat is approved by the City Council. 3. A total of 433 square feet of Wetland 1 and 544 square feet of Wetland 4 are recognized as a di minimus. No wetland fill shall occur. 4. Storm ponds should be designed to reflect the new rainfall data from National Weather Service Atlas 14. Resolution No. Page 2 of 4 5. The Middle St. Croix Watershed Management Organization conditions include: a) Reduce the maximum ponding depth in the infiltration basin to 21.6" to achieve drawdown in 48 hours. The infiltration design rate for SM soils is 0.45" per hour. Provide sufficient area to retain the full 2,445 cubic feet of storage at a maximum ponding depth of 21.6" within the infiltration areas. b) Forebays cannot be credited for volume reduction. c) Provide a cross section of the infiltration basins indicating soil types and elevations in compliance with design guidance in the most recent version of the Minnesota Stormwater Manual. d) Submit a legally binding maintenance agreement for stormwater features. e) Hydrocad summary submitted does not match the conditions on the plan and must be corrected and resubmitted. f) Pipe run OCS #3 to STMH #4 is labeled as a 12" RCP and a 21" RCP. g) Grate for OCS #5 must have incorrect dimensions. 6. All electrical and communications utility lines shall be buried. This shall be specified in the plans submitted for final plat approval. 7. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required, as well as an associated Stormwater Maintenance Plan that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. 8. Civil engineering plans submitted with final plat application materials must be consistent with the City Engineer comments found in this report, and the plans must be found satisfactory to the City Engineer. 9. Conservation easements for all Lots will be required to be filed with the final plat for all wetlands and wetland buffer areas. These must be submitted to the City for approval of form and content together with final plat application materials. No building shall occur on noncontiguous rear yard areas. 10. Home Owner's Association documents including stormwater facilities maintenance must be submitted with final plat application for approval by the City. When approved by the City, they must be filed together with the final plat. 11. This development will be responsible for paying $2,500 per lot to the City for park and trail dedication fees. These fees may be reduced by crediting trail construction costs if found acceptable to the Park Commission and City Council and thereafter included in the Development Agreement associated with this plat. These fees will be due prior to release of the final plat from the City for recording with Washington County. Resolution No. Page 3 of 4 12. This development shall be responsible for paying 2015 development impact fees, or impact fees of the year the Final Development Plat is approved, including the Transportation Adequacy/ Mitigation Fee, the AUAR fee and trunk sewer and water fees. These fees shall be due prior to release of the final plat for recording with Washington County. 13. Pruning and grading near any of the oak trees to be saved, especially the red oak, shall not occur between April 15th and July 1st, unless a professional forester has prepared an oak impact plan that is approved by the City in advance of work on site. 14. A spur shall be added to the western edge of the cul-de-sac right-of-way for future transportation development needs. Enacted by the City Council of the City of Stillwater, Minnesota this 3rd day of March, 2015. CITY OF STILLWATER Ted Kozlowski, Mayor ATTEST: Diane F. Ward, City Clerk Resolution No. Page 4 of 4 Exhibit A Legal Description All that part of the E 1/2 of NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of the above described tract intersects the South line of the right-of-way of the Minneapolis -St. Paul and Suburban Railway Co.; thence southeasterly along said right- of-way line, said line being a curved line, a distance as measured on the chord of said curved line, 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running trough said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. jl!water THE BIRTHPLACE OF MINNESOTA TO: Mayor & Councilmembers FROM: Bill Turnblad, Community Development Director DATE: February 26, 2015 RE: Bridgeview Park Plan INTRODUCTION On March 3, 2015 the City Council is scheduled to consider the first draft of the final plan for Bridgeview Park. This draft is based upon conceptual plans that were developed through meetings conducted with the downtown business community, governmental agencies that have review authority, marina owners and operators, the boating public and interested residents, as well as both the Park Commission and the Planning Commission. Several Council members were present at each stage of the process. COMMENTS On January 6, 2015 the City Council reviewed the conceptual plans for Bridgeview Park. Though there was support for the concepts, two discussion areas emerged. The first related to phasing and funding for implementation of the plan. The second was that if there is a municipal dock, it should be as close to downtown as possible. 1. Phasing and funding. Build -out of the plan would occur in five phases (see attached plan). Though specific dates have not been set for each phase, they could occur one to three years apart. The overall timeframe for plan implementation would then be 5 — 15 years, or longer. This open ended timing takes some pressure off of funding, since about 50% of the estimated $10.7 million total project cost could be the City's responsibility. 2. Dock location The focus area for the municipal dock, as identified by the majority of opinions expressed at the various planning meetings, is the stretch of City owned shoreline between Nelson Street and the two Bergstein buildings in Bridgeview Park. Four location options are provided in the attached sketches. Bridgeview Park Plan Page 2 • The first option is to construct a municipal dock adjacent to the Bergstein buildings in Bridgeview Park. This is the option shown as the preferred option in the draft park plan. • The second option is to lease St. Croix Boat & Packet's transient slips and convert them to public boat slips. o St. Croix Boat & Packet is "on -board" with this option. o The City could lease the slips for two years. After two years, the lease could be continued, or the other options could be pursued. o The City's maintenance responsibilities would only be for the slip structures, not the dock itself o The City would have no up -front capital costs. ■ This would allow the public dockage to be offered as early as this summer, rather than at some undetermined future phase of park plan development. o The location of the public dockage would be very close to downtown proper. o The City could offer free boat docking if there were no City paid attendants, no electricity, not water or sewer service. ■ Offering no services would not only allow docking to be free, but it would also discourage overnight stays. • The third option would be to reconstruct the St. Croix Boat & Packet dock by reorienting the extension to the south instead of to the north. The result would be room to construct a new municipal dock where the old city dock was, immediately adjacent to the Dock Cafe. This option would also require the relocation of the Avalon, because it could no longer maneuver into its current dock if the extension of the main dock were reoriented southward. o An advantage to this option is that it provides the absolute shortest distance from the focus stretch of shoreline to downtown proper. o Disadvantages include: • Relocating the Avalon to the Bergstein building site may create incompatible land uses depending upon the end use of the Bergstein buildings. • Parking for the Avalon customers is primarily in City Lot 1. By moving the Avalon further south, the distance between parking and the excursion boat is doubled. • Rebuilding the St. Croix Boat & Packet's dock will be a large expense that would have to be borne by the City. • The fourth option would be for the City to build a dock where the Avalon is currently located. o An advantage to this option is that the distance to Downtown is shorter than a dock at the Bergstein buildings would be. o Disadvantages to the option include: • Since the dock would be new, it would be required to have ADA accessibility. This would necessitate an expensive switch -back ramp up the narrow, steep bluffline. Bridgeview Park Plan Page 3 • Relocating the Avalon to the Bergstein building site may create incompatible land uses depending upon the end use of the Bergstein buildings. REQUEST Staff requests the Council to consider approving the Bridgeview Park Plan, with one change. The change would be to refer to the draft plan's "preferred dock location" as one of several dock location options. The other options could then be included as an appendix. If the Council supports the plan for Bridgeview Park, with or without staff's suggested change, staff would bring a Resolution of Adoption to the March 17 Council meeting. ALTERNATIVES 1. Direct staff to bring a Resolution of Approval to the March 17 Council meeting. 2. Table action for additional information. bt attachments: Draft Plan Dock location options Option 1 Preferred alternative in draft Bridgeview Park Plan. Option 2 St. Croix Boat & Packet proposal: 1) City lease existing private transient slips and convert to public slips. 2) If future expansion necessary, add dock where Avalon is and move Avalon to Bergstein Buildings shoreline. Bergstein buildings St. Croix Boat & Packet office Option 3 1) Flip St Croix Boat & Packet dock, eliminate transient slips 2) Add municipal dock on City property next to Dock Cafe 3) Relocate Avalon dock Bergstein buildings Option 4 1) Relocate Avalon dock 2) Build municipal dock in current Avalon location. illwat!r The Birthplace of Ylnnesola Bridgeview Park Master Plan Update E NGINEERS P LANNERS DESIGNERS Bridgeview Park I Master Plan Update Acknowledgements City of Stillwater City Council City of Stillwater Planning Commission City of Stillwater Parks Commission Bill Turnblad Abbi Wittman Shawn Sanders Todd Clarkowski Kevin Western Molly Shodeen Kent Skaar Ann Pung-Turwedo Tim Mason Chris Willger Ellen Denzer Amanda Engesether Susan Hoyt Carolyn Barrette Todd Streeter City of Stillwater, Community Development Director City of Stillwater, City Planner City of Stillwater, Public Works Director Minnesota Department of Transportation Minnesota Department of Transportation Minnesota Department of Natural Resources Minnesota Department of Natural Resources Washington County Wisconsin Department of Transportation Wisconsin Department of Natural Resources St. Croix County (Wisconsin) St. Croix County (Wisconsin) St. Joseph Township (Wisconsin) St. Joseph Township (Wisconsin) Greater Stillwater Area Chamber of Commerce Downtown Stillwater Business Owners Lower St. Croix Marina Managers Stillwater Residents MASTER PLAN UPDATE I i Table of Contents 1. Introduction 1-1 Regulatory Context _ 1-4 1998 Master Plan Highlights . 1-6 Public Involvement 1-8 Related Planning and Design 1-9 2. Site Characteristics 2-1 Natural Resources Context 2-2 Cultural Resources Context 2-4 Existing Site Conditions 2-6 3. Master Plan 3-1 Site Program and Design _ 3-2 Transient Dock Study . 3-10 Potential Activity Programming and Partnerships _ 3-14 4. Implementation _ 4-1 ii I BRIDGEVIEW PARK List of Figures Figure 1 Project Location Map Figure 2 Aerial Photo of Project Site Figure 3 Aerial Photo of Downtown Stillwater Figure 4 Lower St. Croix Riverway Overview Map (MnDNR 2002) Figure 5 Original Visitors Center Concept Sketch Figure 6 Environmental Issues Matrix Figure 7 Stillwater Public Library Figure 8 Stillwater City Hall Figure 9 Lift Bridge and Lowell Park Figure 10 Hersey & Bean Lumber Company Sawmill , c. 1875 Figure 12 Relocated Historic Bergstein Buildings Figure 11 Historic Sawmill Stone Wall Figure 13 St. Croix Crossing Project Loop Trail (MnDOT) Figure 14 Bridgeview Park Property Shoreline Looking North Figure 15 Natural Resources Context Map Figure 16 Cultural Resources Context Map Figure 17 Existing Conditions Plan Figure 18 St Croix Trail (TH 95/TH 36) Looking North Figure 19 South Park Access Drive Under Construction Figure 20 Shoreline Path Looking North Figure 21 Center Clearing Looking North Figure 22 Center Clearing Looking South Figure 23 Historic Bergstein Buildings Figure 24 Downtown Approach near St. Croix Boat & Packet Figure 25 Downtown Approach Adjacent Municipal Parking Lot 1-2 1-3 1-3 1-5 1-6 1-7 1-8 1-8 1-9 1-10 1-10 1-10 1-11 2-1 2-3 2-5 2-7 2-9 2-9 2-10 2-10 2-11 2-11 2-12 2-12 MASTER PLAN UPDATE I iiu Figure 26 Recreational Trails Figure 27 Bridgeview Park Master Plan Figure 28 Bridgeview Park Master Plan - Southern Area Figure 29 Bridgeview Park Master Plan - Central Area Figure 30 Bridgeview Park Master Plan - Northern Area Figure 31 Site Cross Section A Figure 33 Site Cross Section C Figure 32 Site Cross Section B Figure 34 Site Cross Section D Figure 35 Site Cross Section E Figure 36 St. Croix Boat &Packet Dock Figure 37 Alternative Dock Location Assessment Map Figure 38 Alternative Dock Location Assessment Matrix Figure 39 Paddling Figure 40 Shakespeare in the Park Figure 41 Bridgeview Park Phasing Plan 3-1 3-3 3-5 3-6 3-7 3-8 3-8 3-8 3-9 3-9 3-10 3-12 3-13 3-14 3-14 4-1 iv I BRIDGEVIEW PARK 1. Introduction Regulatory Context 1998 Master Plan Highlights Public Involvement Related Planning and Design Located on the western shoreline of the scenic St. Croix River, Bridgeview Park offers a unique opportunity to experience nature while the urban amenities and charm of Downtown Stillwater. In the recent past, the park property has been variously referred to as the "Aiple Property" and the "Barge Terminal Property." The City of Stillwater last prepared a master plan for the "Aiple Property" in 1998, which also included planning for Kolliner Park located across the river. A number of factors led the City to embark upon an update to the previous plan including anticipated mitigation projects from the Minnesota Department of Transportation's (MnDOT) St. Croix Crossing project and community interest in improving recreational boating access. The property also has numerous historical resources from the 19th century industrial uses that could enrich the experience of the park through interpretive exhibits. MASTER PLAN UPDATE I 1-1 Introduction 1111111111 11■ El MN TI LLt4ATE CITY OP OAK PARK HEIGHTS I i&HINA L*1tr rxr; Hlti It AC .EI Hl )c,F 1ST. CFOIt CROS.W.1 �'�-- UiraSpiA AVnl[IY_ I- � MAC' NTH 341T 1 311 ST CROIX RIVER TOWN OF sT, JO$EPH SI. C1441S cltrA .N., MIME P♦CLFET LEGEND - NUMICFAL BOUNDARY CULTLR4L136T11CT [YYYiSWt - EXISTIIMPAL • • • PUINNEETG,y • I 0P111% 'NTSCO1 N RPFiOA41 PROW I5TI+s4p Figure 1 Project Location Map 1-2 I BRIDGEVIEW PARK Introduction Figure 2 Aerial Photo of Project Site Figure 3 Aerial Photo of Downtown Stillwater MASTER PLAN UPDATE I 1-3 Regulatory Context As part of the legislation designating the St. Croix as a National Wild and Scenic River, the Cooperative Management Plan (2002) was developed to guide stewardship of the river and its surroundings. Geographically, the overall plan addresses the river extents from Taylors Falls extending south to Prescott where it converges with the Mississippi River. Stillwater sits within the section of the river designated as an "active social recreation area." It is also designated as a "State Zone,"which is managed cooperatively by the Minnesota Department of Natural Resources (MnDNR) and the Wisconsin Department of Natural Resources (WiDNR). North of Stillwater, the river transitions into a "moderate recreation" area and then a "quiet waters" area, which is managed by the National Park Service. See Figure 4 for an overview map of the Riverway. In addition, other federal, state, and local agencies have jurisdiction and permitting authority. See Figure 6 for a comprehensive matrix outlining regulatory responsibilities. 1-41 BRIDGEVIEW PARK 35E St. Paul • 0 /• Forest Lake 4.5 Miss/. Taylors Fall St. Croix Falls Minnesota Interstate State Park Cedar Bend William O'Brien State Park Marine on. St. Croix Stillwater • Bayport • 9 Miles Lakeland • Osceola 1351 Regulatory Context Wisconsin Interstate State Park QUIET WATERS (main channel) NATURAL WATERS (backwaters) St. Croix Islands Wildlife Area 64 MODERATE Somerset RECREATION (main channel) Ib4i NATURAL WATERS Federal Zone _ _ 1 (backwaters). State Zone • North Hudson Hudson • scott +North Figure 4 Lower St. Croix Riverway Overview Map (MnDNR 2002) River Falls innic State Park ACTIVE SOCIAL RECREATION St. Croix River Lower St. Croix NSR Major Highways MASTER PLAN UPDATE I 1-5 1998 Master Plan Highlights The original Aiple Property Master Plan (1998) incorporated extensive public input through open houses and survey questionnaires. While that process occurred sixteen years ago, many of the same issues and sentiments are still relevant. A major component of the plan which is no longer possible was the potential to renovate and re -use the Terra Terminal industrial building on site, formerly used to store fertilizer, as a public Visitor Center. That building, formerly located at the north end of the park property, was removed as part of mitigation for the St. Croix Crossing Project. In summary, the following lists highlight the public's sentiment about the park at the time, which eventually lead to a preferred plan that was adopted by the City Council. Figure 5 Original Visitors Center Concept Sketch Frequently Mentioned Issues and Concerns: • Preservation of views/landscape • Environmental issues • Preservation of heritage Preferred Uses: • Walking connection to Downtown • Hiking trails • Native plantings/wildflowers • Picnic shelter • Biking trails 1-6 I BRIDGEVIEW PARK 1998 Master Plan Highlights Environmental Issues Agencies EDERAL U.S. Coast Guard t. • , U.S. Army Corp of Engineers • • , Federal Emergency Management Agency (FEMA) • , U.S. Department of Interior National Park Service Fish and Wildlife Service • •• • • • • Natural Resource Conservation Service (NRCS; formerly SCS) • Advisory Council on Historic Preservation • • TATE Minnesota Pollution Control Agency • • • • • • Minnesota Department p rt oent of es • • • • • • • • • • • WisconNatural R osin eurces nt of • • • • • • • • • • , Minnesota Board of Water and Soil Resources • • Lower St. Croix Management Commission (LSCMC) • • • • • • • Boundary Area Commission • • • • • Tribal Historic Preservation Office (Minnesota and Wisconsin) • , State Historic Preservation Office (Minnesota and Wisconsin) • , Minnesota Environmental Quality Board • , ' EGIONAL/LOCAL Metropolitan Council • Washington County (Minnesota) • • St. Croix County (Wisconsin) • • • • • • • • • • • • • • City of Stillwater • • • • • • • • • • • • • • Water Management organizations (wMo) • • • • • 110 Soil and Water Conservation Districts (SWCD) • • • • 0 Figure 6 Environmental Issues Matrix MASTER PLAN UPDATE 1 '- Public Involvement Initiated in the summer of 2014, the master plan update unfolded over an approximately six month period. The City and its consultant team coordinated with numerous agencies, commissions, the local business community, and the public to refresh the previous plan according to the current circumstances and the City's related downtown planning efforts. Through the public involvement process, a list of primary goals emerged that should guide future development of the park property over time. Figure 7 Stillwater Public Library Primary Master Plan Goals: • Improve convenient access to the park by car, boat, bike, and on foot. • Capitalize on the park's proximity to downtown to welcome park visitors to the greater Stillwater community. • Respect the scenic character of the river. • Re -envision opportunities for the site's historical resources to become more accessible and engaging. • Extend active recreation opportunities through trail linkages. • Provide flexible spaces for public gathering and potential park programming. Figure 8 Stillwater City Hall (Patch.com) 1-8I BRIDGEVIEW PARK Related Planning and Design It is a dynamic period of planning and design for Downtown Stillwater and the St. Croix River vicinity. The implementation of the St. Croix Crossing project has reach beyond the primary river crossing bridge and highway design that includes a number of mitigation measures that have relevance forthefuture development of Bridgeview Park as outlined in the list at right. In addition, the City has been developing plans for several years in conjunction with MnDNR for a potential public boat launch in the park. Lastly, the Greater Stillwater Chamber of Commerce and local business community has initiated a downtown revitalization effort that seeks to identify opportunities that will make the downtown commercial district a vibrant destination for residents and visitors in addition to growing the economic base of the community. Figure 9 Lift Bridge and Lowell Park St. Croix Crossing Mitigation Measures: • Removal of the Terra Terminal building • Kolliner Park: removal of non -historic elements to allow reversion to a "natural state" • Riverway interpretation • Public boat access study •Completion of the loop trail system including grading of the municipal barge facility property • Recreation, education, and Riverway restoration • Lift Bridge pedestrian/bicycle conversion • Historic resources study and stabilization • Relocation of historic Bergstein buildings to site (adapted from St. Croix Crossing Project SFEIS, 2012) MASTER PLAN UPDATE I 1-9 Related Planning and Design Figure 10 Hersey & Bean Lumber Company Sawmill , c. 1875 (Minnesota Historical Society) Figure 12 Relocated Historic Bergstein Buildings Figure 11 Historic Sawmill Stone Wall 1-10I BRIDGEVIEW PARK Related Planning and Design 1i �rIIIIjr'hI --c I pI II II fill PHASE 2 VIA FOLLOWING LIFT LETTING ST. CROIX CROSSING (SP 8214-114AK) PHASE 1B VIA MNDOT LETTING JUNE 26, 2015 -UPPER TRAIL AND ASSOCIATED DRAIN (SP 8214-169) MNDOT BRIDGE CONVERSION JUNE 2017 Figure 13 St. Croix Crossing Project Loop Trail (MnDOT) LOOP TRAIL (9,15/2014) (SP 8214-114AK) PHASE 1A VIA MNDOT LETTING JUNE 26, 2015 -DRAINAGE -PART OF LOWER TRAIL lyj ^ p ry 44r 1+A—� °I COLOR KEY - 82I4-114AK STAGE 1A 8214-LIIAK STAGE 1R - 8214-169 BRIDGE WORK BY M000T - SP 8214-119 WORK BY OTHERS PONDS BROWNS CREEK TRAIL /I SOUTH MAIN ARCHAEOLOGICAL DISTRICT (SP 8214-114AK) PHASE 1B VIA MNDOT LETTING JUNE 26, 2015 CITY OF STILLWATER PARKING LOT TO CHESTNUT STREET 's BROWNS CREEK TRAIL MASTER PLAN UPDATE 1 2. Site Characteristics Located south of Downtown Stillwater, the Bridgeview Park property is approximately 20 acres in size - approximately 3600ft. (north to south) by 250feet (east to west). In some locations, it is as narrow as approximately 125 feet. The northern edge of the property, near the St. Croix Boat & Packet business, is approximately 1/4 mile from the Lift Bridge at the terminus of Chestnut Street. The southern edge of the property is approximately one mile from the Lift Bridge. Figure 14 Bridgeview Park Property Shoreline Looking North Natural Resources Context Cultural Resources Context Existing Site Conditions Situated at a bend in the river, the site has expansive views of the river valley upstream and downstream where vegetation is thinned along the shoreline. The St. Croix Boat & Packet dock and Lift Bridge in the distance are prominent visual features looking north. Sunnyside Marina is located south of the site, and the new main river bridge will be visible in the distance also. The location will afford a unique opportunity to observe the two bridges from a single vantage point amidst the lush foliage of the surrounding bluffs. MASTER PLAN UPDATE 2-1 Natural Resources Context The Bridgeview Park property is a thin strip of deciduous floodplain forest at the base of tall limestone bluffs immediately west of St. Croix Trail (TH 95/TH 36). The terrain in the park is steep and varied in many locations, primarily along the park's western edge where it abuts St. Croix Trail. The highway and old railroad alignment were constructed on man-made "benches" within this rugged terrain. Groundwater is often seen seeping through the rock face and a number of historic limestone and concrete walls dating from the site's sawmill period still retain grade. The site elevation ranges from approximately 733 (above sea level) at the south end near the highway to 676 along the shoreline (according to recent aerial photography). The 100 Year Floodplain elevation according to current FEMA flood insurance mapping is approximately 693. It is common for portions of the site to experience seasonal flooding. The natural terrain is a significant visual feature and future park development should take care to minimize and mitigate potential impacts. Floodplain tree species present in this area include black willow, silver maple, box elder, and eastern cottonwood. Vegetation on the site has been disturbed significantly by past land use. Currently, dense tree stands and undergrowth line the western edge of the site clinging to steep slopes. Vegetation along the shoreline is also fairly dense except in the center of the site where the shoreline was recently engineered and stabilized for the relocation of the historic Bergstein buildings. Future park improvements could include restoration and interpretation of floodplain forest and meadow areas to enrich the public's understanding of the site's inherent ecology. Wildlife in the vicinity includes species on land, in the air, and in the water. Protected bird species nearby that were identified in the St. Croix Crossing Project area include Swallows, Ospreys, Peregrine Falcons, and Bald Eagles. Mussel populations and fisheries exist within the St. Croix River. The St. Croix Crossing Project identified a number of threatened and endangered mussel species in the project area. Mussel habitat tends to be best in the shallow "wave wash" zone near the river bank. If the City elects to proceed with development of a new transient dock, detailed exploration of the river bottom will be important to avoid any potential habitat impacts and also provid a basis for the design of dock anchorages. 2-2 I BRIDGEVIEW PARK Natural Resources Context St ( CITY OF OAK PARK 1 555 r.crmoixcric,:mr, tmIhrir.SarA APPRO.,..;11- 4.RalEC4 (TI 1 36.111 :4tit - Wipe ST CROIX RIVER GETERP41NAL 4111:141E141 TOWN OF ST. JOSEPH LEGEND — — 4114YEAR FLLICHNLAIN 40,07,4-mum rAillUICFAL ectli DAM LAND COVER ..FVE'AD AREA AM,CuLl IJRAL LAND ▪ LAVA RAIL CAVRVLJ ▪ FORM - MA pa hium rATE 410.5.5 091,1 WATER ▪ 31C{K OVTC 311041 AHEANELA i4141140.41.43 741.4 CAR VF5 ▪ nFF r [AMC 0.4.1 VEMANC, EMERCERWYEL. 'REMAND FOREST ILfirlD ,4tiN,044N1 4L,LAHL,5,1.41.n scm 4 -4.44e4. IT C1C.•.4 141S44441;11, 4.11.1.1.:AL HAlO IfT ,s.Ti. 6.4 Figure 15 Natural Resources Context Map MASTER PLAN UPDATE I 2 - 3 Cultural Resources Context The Bridgeview Park property is rich with 19th century Stillwater history. It is set within the recently recognized South Main Archaeological District on the National Register of Historic Places (NHRP). One hundred and fifty years ago, it was not a place to recreate - it was a place of industry. The area was home to a huge sawmill complex known as the Northwestern Mill, operated by the Hersey, Bean, and Brown Company. Archaeological study conducted for the St. Croix Crossing Project refers to this as the Hersey -Bean Sawmill. The mill was built in 1853 and by 1881 it employed 225 men and could produce 18 million board feet of lumber a year. Rising production costs, diminishing supplies of timber and increased distances to markets contributed to the mill's closure in 1904. By 1910, nearly all of the structures associated with the operation had been dismantled, however a few stone and brick foundations can still be found on the park property. These "ruins" offer an opportunity to provide a window on a unique aspect of Stillwater's past through development of a coordinated interpretive plan along the proposed trails in the park. Additionally, the park is included within the Stillwater Cultural Landscape District and a gateway to the Stillwater Commercial 2-41 BRIDGEVIEW PARK Cultural Resources Context mum Elm sI= lO■ CITY©F S TI LLWATER' CITY OF OAK PARK HEIGHTS 5TE LW TEP: RAI D1 TTdCT PRNPATE MAA1N1 frillwAnal Ot1ANNHEAL ob-picr L:R51 LI. T. CROEA CR]S.,^K, 5f1I1, AI.1,FYIAZ.- ECT iETH aarTH vs! 5T. CRox RIVER RAMET#EAINA& PROPERTY I`91�•HIF ^A,+6�ILis TOWN OF ST, XISEPH LEGEND - NUNICPIJ ECUNDARY 11A. CULTLRa IIKTRICT IMEIPeovs • • • - KANNEPER* • .• LPPETRALL sr eratlgsckOlf6INIG Y 1SCONSIN APPFMOACH PROW iSIHN,N, Figure 16 Cultural Resources Context Map MASTER PLAN UPDATE 1 2-S Existing Site Conditions MnDOT is in the process of reconstructing St. Croix Trail (TH 95/TH 36) adjacent the southern portion of the site and the south access driveto the parkwhich will be shared with Sunnyside Marina. The site is currently accessed from the north via a bituminous drive extending from the municipal parking lot which eventually changes to a gravel road within the park property. The existing drive is narrow and often congested with parked cars along the shoreline. MnDOT's Loop Trail Project will construct trails through the park that extend from the new main river bridge through the tight downtown approach area north of the park property to Nelson St and Lowell Park. The railroad route through the site parallels St. Croix Trail on the east side. Moving from south to north, the railroad grade becomes further below the elevation of the highway - separated by steep slope. MnDOT will construct a pedestrian/bicycle trail along the old rail alignment as part of the Loop Trail Project. The rails of the former railroad line are still in place, but will be removed as part of the trail construction. Several businesses are clustered near the north end of the property including St. Croix Boat & Packet, which operates tour boats, the Dock Cafe, the Brick Alley restaurant, and a handful of other tenants in the buildings near the municipal parking lot. The Oasis Cafe is located across St. Croix Trail approximately mid -way along the length of the site. St. Croix Boat & Packet provides transient dock slips to the public for a fee adjacent to the larger riverboat docking areas. The municipal lot charges fees for parking. 2-61 BRIDGEVIEW PARK Existing Site Conditions Figure 17 Existing Conditions Plan Riverboat & Transient Dock St. Croix Boat & Packet Relocated Historic Bergstein Buildings and Shoreline Stabilization Highway Reconstruction (Shown in Blue Lines) 100 Year Flood Line (Approx. El. 693) Note: City -owned parcels are highlighted in red. MASTER PLAN UPDATE 2-7 Existing Site Conditions Figure 18 St Croix Trail (TH 95/TH 36) Looking North Figure 19 South Park Access Drive Under Construction (by MnDOT) MASTER PLAN UPDATE 12-9 Existing Site Conditions Figure 20 Shoreline Path Looking North Figure 21 Center Clearing Looking North 2-10I BRIDGEVIEW PARK Existing Site Conditions Figure 22 Center Clearing Looking South Figure 23 Historic Bergstein Buildings MASTER PLAN UPDATE 12-11 Existing Site Conditions Figure 24 Downtown Approach near St. Croix Boat & Packet Looking North Figure 25 Downtown Approach Adjacent Municipal Parking Lot Looking North 2-12 I BRIDGEVIEW PARK 3. Master Plan Site Program and Design Transient Dock Study Potential Activity Programming and Partnerships By virtue of its scenic location and proximity to downtown, Bridgeview Park has the potential to offer a diverse array of recreational experiences. To make the park attractive and truly accessible to the public, the design should consider a broad cross section of potential users and anticipate how they might interact. Bicyclists, walkers, boaters, anglers, artists, and others will have both common and unique needs. Out of town visitors and residents will have greatly different perspectives. Figure 26 Recreational Trails Additionally, seasonal conditions such as flooding in low areas or trails cleared of snow will heavily influence the park's use year round. All design features will be required to meet Americans with Disabilities Act (ADA) requirements. Lastly, a commitment to ongoing maintenance and upkeep of physical investments will ensure that park visitors perceive a high level of care creating a quality overall experience. MASTER PLAN UPDATE 1 3-1 Site Program and Design The overall plan responds to the site's existing features and the trail system. It is likely that the park will serve as a primary trailhead and orientation point for the St. Croix Crossing Loop Trail. At the same time, the park will be a destination in and of itself with primary features spread out along its length. By clustering related activities within different zones of the park, pressure between different user groups will be minimized. The southern zone's primary focus is boating access with supporting parking areas. A fishing pier would complement the boat launch and a small clearing alongside the lower loop trail provides an informal picnic area. The central zone is only accessible by bicycle or on foot, and on most days would be geared towards passive recreation such as nature or history walks or informal picnicking. On special occasions, the picnic shelter could be reserved for larger groups or host performances, and the lawn could be converted to audience seating. The northern zone is where the highest level of activity is anticipated. Clearly designated circulation forms the backbone of this area including a one-way access drive (southbound), parking, bicycle trail, and pedestrian promenade along the shoreline. The historic Bergstein buildings could serve as a focal point for the park, pending a separate study commissioned by the City on the re -use and rehabilitation of the structures. This is also a logical trailhead where the upper and lower loop trails come together and people would arrive from downtown. Adjacent to the historic buildings, the proposed transient dock would hug the shoreline and would be designed to move up and down with changing water levels with a flexible pedestrian ramp system. The linear layout permits boats of different sizes to tie up and has a capacity of approximately 10 to 16 vessels. The dock could potentially be expanded by lengthening it or adding "fingers" to increase the capacity if needed. An optional concept for a dock at Kolliner Park could also be considered in conjunction with a reassessment of the park as a whole. 1 100 Year Floodplain (El. 693 Approx.) 2 Steep Slope 3 Existing Sanitary Sewer Lift Station 4 Historic Bergstein Buildings 5 Hersey Bean Lumber Co. Historic Structure 6 Stormwater Treatment Pond (MnDOT) 7 South Access Drive 8 North Access Drive (One-way Southbound) 9 Parking Lot A (Car and Boat Trailer Parking) 10 Parking Lot B (Car and Boat Trailer Parking) 10a Parking Lot B Expansion Area 11 Parking Lot C (Car Parking Only) 12 Trailhead Kiosk 13 Low -impact Restroom 14 Retaining Wall 15 Upper Loop Trail 16 Lower Loop Trail 17 Bike Trail (Downtown Approach) 18 Pedestrian River Promenade 19 Planned Loop Trail Route 20 Potential Future Kolliner Park Trail 21 Transient Dock 22 Boat Launch 23 Fishing Pier 24 Picnic Area 25 Picnic Shelter/Performance Stage 26 Lawn Area 27 Historical/Ecological Discovery Area 28 Floodplain Forest Restoration Area 29 Floodplain Meadow Restoration Area 30 Shoreline Restoration 3-2 I BRIDGEVIEW PARK Site Program and Design Optional Transient Dock at Kolliner Park Figure 27 Bridgeview Park Master Plan Note: City -owned parcels are highlighted in red. MASTER PLAN UPDATE 13-3 Site Program and Design ------�- f --- i . ) L _— - _ ��� '- 1 1- i :1ililii i .____ .....1� *--___,:- n rilliiiiii?ip) ,- „ 1 „---- 1 100 Year Floodplain (El. 693 Approx.) 2 Steep Slope 3 Existing Sanitary Sewer Lift Station 5 Hersey Bean Lumber Co. Historic Structure 6 Stormwater Treatment Pond (MnDOT) 7 South Access Drive 9 Parking Lot A (Car and Boat Trailer Parking) 10 Parking Lot B (Car and Boat Trailer Parking) 10a Parking Lot B Expansion Area 12 Trailhead Kiosk 13 Low -impact Restroom Figure 28 Bridgeview Park Master Plan - Southern Area 14 Retaining Wall 15 Upper Loop Trail 16 Lower Loop Trail 19 Planned Loop Trail Route 22 Boat Launch 23 Fishing Pier 24 Picnic Area 27 Historical/Ecological Discovery Area 30 Shoreline Restoration MASTER PLAN UPDATE 13-5 Site Program and Design 1 100 Year Floodplain (El. 693 Approx.) 2 Steep Slope 5 Hersey Bean Lumber Co. Historic Structure 15 Upper Loop Trail 16 Lower Loop Trail 25 Picnic Shelter/Performance Stage Figure 29 Bridgeview Park Master Plan - Central Area 26 Lawn Area 27 Historical/Ecological Discovery Area 28 Floodplain Forest Restoration Area 29 Floodplain Meadow Restoration Area 3-6I BRIDGEVIEW PARK Site Program and Design �> r}`( , ✓ �� - . 1 7 1 100 Year Floodplain (El. 693 Approx.) 15 Upper Loop Trail 2 Steep Slope 16 Lower Loop Trail 4 Historic Bergstein Buildings 17 Bike Trail (Downtown Approach) 6 Stormwater Treatment Pond (MnDOT) 18 Pedestrian River Promenade 8 North Access Drive (One-way Southbound) 21 Transient Dock 11 Parking Lot C (Car Parking Only) 26 Lawn Area 12 Trailhead Kiosk 31 Existing Parallel Parking along TH 95 14 Retaining Wall Figure 30 Bridgeview Park Master Plan - Northern Area MASTER PLAN UPDATE 13-7 Site Program and Design TH-95/36 (EL. 728) Upper Trail (EL. 727.2) Lower Trail (EL. 703.7) Drive to Boat Launch (EL. 694) Figure 31 Site Cross Section A TH-95/36 Upper Trail (EL. 724.8) (EL. 717.5) Lower Trail (EL. 786.7) Figure 32 Site Cross Section B TH-95/36 (EL. 709.8) Upper Trail (EL. 703.57) Historical and Archaeological Discovery Area Picnic Shelter/ Performance Stage Gang Saw Base Lawn Lower Trail (Ruin) (EL. 684.9) Figure 33 Site Cross Section C 100 Year Flood (EL. 693 Approx.) 10 Year Flood (EL. 686 Approx.) — EL. 676 100 Year Flood (EL. 693 Approx.) 10 Year Flood (EL. 686 Approx.) EL. 676 100 Year Flood (EL. 693 Approx.) 10 Year Flood (EL. 686 Approx.) — EL. 676 3-8I BRIDGEVIEW PARK Site Program and Design Ai t_ Parallel Parking 1 Sidewalk TH-95/36 (EL. 708.3) Figure 34 Site Cross Section D Parallel Parking Sidewalk TH-95/36 (EL. 710.4) Retaining Wall Driveway (EL. 700.6) Historic Bergstein Buildings / TKioskrailhead Information Combined Trail Lawn Existing (EL. 693.48) Reinforced Shoreline Angled Parking One Lane (Southbound) —Trail Replaces Current Parallel Parking Driveway/Trail (EL. Approx. 696) Figure 35 Site Cross Section E 11 —Pedestrian River Promenade Transient Dock 100 Year Flood (EL. 693 Approx.) 10 Year Flood (EL. 686 Approx.) EL. 676 100 Year Flood (EL. 693 Approx.) 10 Year Flood (EL. 686 Approx.) — EL. 676 Key Map MASTER PLAN UPDATE 13-9 Transient Dock Study Recreational boating isa popular local activityand viewed by the Stillwater business community as a fundamental part of the economy, but with unrealized growth potential. A Dock Needs Analysis report (see Appendix B) was prepared that delved into the characteristics of recreational boating on the St. Croix River, investigated marina usage, and identified potential locations for a new dock. For the study, "transient docking" was defined to be short-term daily use only - not overnight. In addition, any potential new dock would need to be designed with limited services so as not to be technically classified as a "marina" since current regulations in the Cooperative Management Plan (2002) prohibit the development of any new marinas within the Riverway. Studies in the late 1990's estimated that approximately 310,000 people recreated on the river annually out of a total of over 2 million visitors. Riverway usage at Stillwater was calibrated at 16 acres per moving boat. In contrast, the Hudson Narrows area saw a density of 2.2 acres per moving boat. Based on review of current aerial mapping, there are approximately 2,000 boat slips overall available between Stillwater and Prescott. At a glance, the marinas appear nearly full during the boating season, which was generally confirmed by a survey of marina managers. While many of these facilities try to accommodate transient boaters as space allows, very few slips are actually dedicated for public use. worth „,1101O0k. 0,,i1 lap i!I 1 u■ III go nu rr!! !!■ Figure 36 St. Croix Boat and Packet Dock with Tour Boats and Transient Dock Slips 3-10I BRIDGEVIEW PARK Transient Dock Study Based on the assessment of current recreational boating use on the Lower St. Croix, Stillwater is currently not conveniently connected to the boating activity already occurring in close proximity and potentially missing out on the potential economic benefits and additional vitality that recreational boating would bring. Based on the evaluation of key factors, the recommended location for the new dock is the Barge Terminal North site (location #3 on the map on the following page). Primary Benefits of the Selected Dock Location: • Located south of the Lift Bridge and conveniently accessible by avoiding bridge opening restrictions. •Set within a 1 mile walking radius to the center of downtown (Chestnut Street) - a reasonable 5 to 10 minute walk for most people. • Already generally clear of woody vegetation along the shoreline and engineered for stability. • Away from the Hersey -Bean Sawmill historical features, which are generally congregated in the middle and southern ends of the property. • Potential to develop the dock in conjunction with the new park. • Opportunity to utilize space within the recently relocated Bergstein buildings for management and maintenance of the dock without the need for a new structure (pending a separate study by the City). MASTER PLAN UPDATE 13-11 Transient Dock Study MIN in 51111 EXIf I I II IOPAEVI PART{ 51 CITY OF OAK PARK H€IGFITS !El ':.i'IH -5 53. CROIX. CROSROK AIINN '${11A d4I R(1L • I- PAkJEC TH aarrA SI �r`y II 4 S�jf1 •;�?,�,'� wry". LEGEND NUNICFLL BOUNDARY CSILILB.4LO SUMI [YPY%5Wt EXISTIIMPAL • • . PUINKIEP11144 • 44PPWU ST_CN01%CfaQ551NG LOOP TAAIL sr, e#tlIXO1r3eP51 'NTSCdN51H APPNG4OA 41 151KIC T16TH5Ap SI. C.1401x[IK:13a s:, MIDGE PPGI47 Figure 37 Alternative Dock Location Assessment Map 3-12 I BRIDGEVIEW PARK Transient Dock Study Symbol Legend Highest Performance (3 pts) • Medium Performance (2 pts) o Lowest Performance (1 pt) 1. Downtown North (north of the Lift Bridge) 2. Downtown South (south of the Lift Bridge) 3. Barge Terminal North 4. Barge Terminal South 5. Kolliner Park Accessibility to/from the river a • Accessibility to/from Downtown Stillwater (walking) ♦ • a • Existing shoreline suitability a . • • Natural resource impacts • • a Cultural resource impacts Management and Maintenance Access a ® • a Permitting feasibility a C: • • a Total Points 11 1 2 17 14 11 Figure 38 Alternative Dock Location Assessment Matrix MASTER PLAN UPDATE 13-13 Potential Activity Programming and Partnerships In addition to the proposed physical improvements, programmed activities will enliven the park and enhance the feeling of safety for all users. Activities could be initiated by the City Parks Department, schools, or partnerships with nature, arts, and athletic organizations. Potential activities might include the following: • Nature walks • History walks • School field trips • Concerts •Theater performances •Community celebrations • Fishing or boating lessons •Group walk or run events Figure 39 Paddling (Loppet Foundation) There is also potential for the City to create partnerships with private vendors to operate within the park. Such arrangements would provide new economic opportunities for the private sector while minimizing the need for additional City management. Potential partnerships might include: • Management of the transient dock • Recreational rentals (bikes, non -motorized watercraft, etc.) • Food and beverages (food trucks or other temporary facilities) • Private events (weddings, corporate gatherings, etc.) Figure 40 Shakespeare in the Park (Twin Cities Daily Planet) 3-141 BRIDGEVIEW PARK 4. Implementation The Master Plan is intended to highlight the City's overall long-term vision for the park and outline a potential path to implementation. There is no pre -determined timeline for full build -out of the plan. Plan implementation will be determined at the City Council's discretion and in coordination with partnering agencies. The plan will be implemented in phases based on funding availability with the initial phase of trail construction, funded by MnDOT, to be constructed in 2016. Funding for future phases may include participation from other agencies, City funds, grants, or private donations. Phases may be implemented in varying order, but in a clustered fashion to avoid re -disturbing areas. Optional Transient Dock at Kolliner Park Figure 41 Bridgeview Park Phasing Plan Primary Master Plan Phases: • Phase 1 - Loop Trail, StormwaterTreatment Pond • Phase 2 - Bergstein Building Rehabilitation, North Access Drive, Parking, Trailhead • Phase 3 -Transient Boat Dock, South Access Drive • Phase 4 - Boat Launch, Parking, Trailhead • Phase 5 - Picnic Areas, Central Lawn, Historical and Ecological Discovery Area Note City -owned parcels are highlighted In red. MASTER PLAN UPDATE 14-1 Appendix A - Cost Estimates APPENDICES MASTER PLAN UPDATE I Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase Summary 2/13/2015 Total Project Summary Funding Source Phase 1 - Loop Trail1 $ 3,000,000 MnDOT Phase 2 - Bergstein Building Area Site Work, North Access Drive, and Parking2 $ 1,540,000 TBD Phase 3 - Transient Boat Dock $ 4,260,000 TBD Phase 4 - South Boat Launch, Access Drive, and Parking Lots3 Phase 5 - Central Lawn Area and Historical/Ecological Discovery Area City,MnDOT, $ 1,130,000 MnDNR $ 810,000 TBD Total Project Cost Estimate $ 10,740,000 Note: Total Project Summary estimates above are rounded up to the nearest $10,000 increment. Phased Breakdown (See Plan for Phase Areas) Phase 1- Loop Trail Demolition and Site Preparation Utilities Buildings and Structures Drives, Trails, and Parking Water Edge Amenities Vegetation Phase 1 - Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 3,000,000 N/A N/A Phase 1 - Total Project Cost Estimate $ 3,000,000 MnDOT Phase 2 - Bergstein Building Area Site Work, North Access Drive, and Parking Demolition and Site Preparation Utilities Buildings and Structures Drives, Trails, and Parking Water Edge Amenities Vegetation 47,300 50,000 586,250 178,100 73,750 148,128 Phase 2 - Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 1,083,528 $ 216,706 $ 234,042 Phase 2 - Total Project Cost Estimate $ 1,534,276 TBD SRF Consulting Group, Inc. 1 of 14 Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase Summary 2/13/2015 Phase 3 - Transient Boat Dock Demolition and Site Preparation Utilities Buildings and Structures Drives, Trails, and Parking Water Edge Amenities Vegetation 27,500 1,300,000 6,000 1,550,000 121,250 Phase 3 - Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 3,004,750 $ 600,950 $ 649,026 Phase 3 - Total Project Cost Estimate $ 4,254,726 TBD Phase 4 - South Boat Launch, Access Drive, and Parking Lots Demolition and Site Preparation Utilities Buildings and Structures Drives, Trails, and Parking Water Edge Amenities Vegetation $ 67,300 $ 25,000 $ 218,750 $ 275,100 $ 127,500 $ 61,250 $ 21,600 Phase 4 - Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 796,500 $ 159,300 $ 172,044 Phase 4 - Total Project Cost Estimate $ 1,127,844 City,MnDOT, MnDNR3 Phase 5 - Central Lawn Area and Historical/Ecological Discovery Area Demolition and Site Preparation Utilities Buildings and Structures Drives, Trails, and Parking Water Edge Amenities Vegetation 57,900 100,000 37,500 91,250 279,872 Phase 5 - Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 566,522 $ 113,304 $ 122,369 TBD Phase 5 - Total Project Cost Estimate $ 802,195 SRF Consulting Group, Inc. 2 of 14 Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase Summary 2/13/2015 Optional Kolliner Park Transient Boat Dock Transient Boat Dock 20% Contingency 18% Design/Construction Administration Fees $ $ $ 1,360,000 272,000 293,760 Total Project Cost Estimate $ 1,925,760 Notes 1 The Loop Trail project is funded by MnDOT as part of the St. Croix Crossing project and also includes partial access drive down to the south boat launch area and drainage improvements. No contingency 2 Plans for the historic Bergstein Building rehabilitation and re -use is currently unkown pending the results of a separate study by the City and no costs are included herein. 3 Parking Lot B at the south end of the site, near TH95, would be the City's responsibility to construct. TBD SRF Consulting Group, Inc. 3 of 14 Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase 1 2/13/2015 Barge Terminal Property Notes Feature Demolition and Site Preparation Mobilization Demo Quonset Hut Demo South Pier Miscellaneous Other Removals Earthwork Erosion Control 1 Historic Feature Protection Unit Unit Cost Quantity Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum 100,000 10,000 10,000 10,000 50,000 10,000 10,000 Subtotal Subtotal Utilities 2 Storm Sewer 25 Sanitary Sewer Service 25 Water Service Electrical Service 3 Overhead Utility Burial 4 Communications Service Lump Sum $ 50,000 Lump Sum $ Lump Sum $ Lump Sum $ 15,000 Lump Sum $ - Lump Sum $ 10,000 Subtotal Buildings and Structures 5 Bergstein Buildings Rehabilitation 6 Low -impact Restroom Building 7 Picnic Shelter (20'x40' approx) 8 Concrete Retaining Walls (up to 5' ht exp) 8 Concrete Retaining Walls (up to 10' ht exp) 9 Shoreline Promenade Structure Railings Lump Sum Each Each Lin Ft Lin Ft Sq Ft Lin Ft 25,000 100,000 500 750 100 150 Subtotal Drives, Trails, and Parking Bituminous Drives/Parking Concrete Curb and Gutter Zi Loop Trail (including upper and lower) Bituminous Trail Connections (10' wide) Concrete Walk Striping and Signage Subtotal Sq Yd Lin Ft Lump Sum Lin Ft Sq Ft Lump Sum 35 25 3,000,000 60 7 10,000 $ $ 1 $ 3,000,000 $ $ $ $ 3,000,000 SRF Consulting Group, Inc. 4 of 14 Bridgeview Park Master Plan Update 2/13/2015 Preferred Concept Cost Estimate - Phase 1 Notes Feature Water Edge 12 Shoreline Restoration 13 Transient Boat Dock 14 Boat Launch 15 Fishing Pier Unit Unit Cost Quantity Lin Ft Lump Sum Each Each $ 150 $ 1,550,000 $ 50,000 $ 40,000 Subtotal Subtotal Amenities 16 Park Entry Sign 17 Archaeological Interpretive Features 17 Ecological Interpretive Features Trailhead Kiosk 18 "Natural Play" Features Drinking Fountain Water Bottle Filling Station 19 Mini Bike Repair Station Light Poles Other Lighting 20 Site Furnishings Allowance Each $ 5,000 Lump Sum $ 10,000 Lump Sum $ 10,000 Each $ 10,000 Lump Sum $ 25,000 Each $ 5,000 Each $ 5,000 Each $ 2,500 Each $ 7,500 Lump Sum $ 10,000 Lump Sum $ 25,000 Subtotal Vegetation Trees 21 Landscape Planting Beds Topsoil (6" depth) 22 Native Meadow Restoration Area 23 Native Forest Restoration Area Lawn Turf Establishment 10 Reinforced Turf Area (potential parking) General Native Turf Establishment 24 Irrigation System Each Sq Ft Cu Yd Acre Acre Sq Yd Sq Ft Lump Sum Sq Ft 500 10 25 10,000 10,000 3 5 20,000 1 Subtotal Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 3,000,000 N/A N/A Total Project Cost Estimate $ 3,000,000 SRF Consulting Group, Inc. 5 of 14 Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase 2 2/13/2015 Barge Terminal Property Notes Feature Demolition and Site Preparation Mobilization Demo Quonset Hut Demo South Pier Miscellaneous Other Removals Earthwork Erosion Control 1 Historic Feature Protection Subtotal Utilities 2 Storm Sewer 25 Sanitary Sewer Service 25 Water Service Electrical Service 3 Overhead Utility Burial 4 Communications Service Subtotal Unit Unit Cost Quantity Subtotal Buildings and Structures 5 Bergstein Buildings Rehabilitation 6 Low -impact Restroom Building 7 Picnic Shelter (20'x40' approx) 8 Concrete Retaining Walls (up to 5' ht exp) 8 Concrete Retaining Walls (up to 10' ht exp) 9 Shoreline Promenade Structure Railings Subtotal Drives, Trails, and Parking Bituminous Drives/Parking Concrete Curb and Gutter Zi Loop Trail (including upper and lower) Bituminous Trail Connections (10' wide) Concrete Walk Striping and Signage Subtotal Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum Each Each Lin Ft Lin Ft Sq Ft Lin Ft Sq Yd Lin Ft Lump Sum Lin Ft Sq Ft Lump Sum 100,000 0.25 $ 10,000 $ 10,000 $ 10,000 0.25 $ 50,000 0.33 $ 10,000 0.33 $ 10,000 $ $ 25,000 2,500 16,500 3,300 47,300 50,000 0.5 $ 25,000 $ $ 15,000 1 $ 15,000 $ 10,000 1 $ 10,000 $ 50,000 $ 25,000 $ 100,000 $ 500 175 $ 750 525 $ 100 $ 150 700 $ 105,000 $ 586,250 35 3300 $ 25 1800 $ 3,000,000 $ 60 $ 7 1800 $ 12,600 10,000 0.5 $ 5,000 $ 178,100 87,500 393,750 115,500 45,000 SRF Consulting Group, Inc. 6 of 14 Bridgeview Park Master Plan Update 2/13/2015 Preferred Concept Cost Estimate - Phase 2 Notes Feature Water Edge 12 Shoreline Restoration 13 Transient Boat Dock 14 Boat Launch 15 Fishing Pier Unit Unit Cost Quantity Lin Ft Lump Sum Each Each $ 150 $ 1,550,000 $ 50,000 $ 40,000 Subtotal Subtotal Amenities 16 Park Entry Sign 17 Archaeological Interpretive Features 17 Ecological Interpretive Features Trailhead Kiosk 18 "Natural Play" Features Drinking Fountain Water Bottle Filling Station 19 Mini Bike Repair Station Light Poles Other Lighting 20 Site Furnishings Allowance Subtotal Vegetation Trees 21 Landscape Planting Beds Topsoil (6" depth) 22 Native Meadow Restoration Area 23 Native Forest Restoration Area Lawn Turf Establishment 10 Reinforced Turf Area (potential parking) General Native Turf Establishment 24 Irrigation System Subtotal Each Lump Sum Lump Sum Each Lump Sum Each Each Each Each Lump Sum Lump Sum Each Sq Ft Cu Yd Acre Acre Sq Yd Sq Ft Lump Sum Sq Ft Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees 5,000 1 10,000 10,000 10,000 1 25,000 5,000 1 5,000 1 2,500 1 7,500 5 10,000 0.25 25,000 0.25 500 10 25 10,000 10,000 3 5 20,000 1 20 500 333 2067 18667 0.33 18667 5,000 10,000 5,000 5,000 2,500 37,500 2,500 6,250 73,750 10,000 5,000 8,325 6,201 93,335 6,600 18,667 148,128 $ 1,083,528 $ 216,706 $ 234,042 Total Project Cost Estimate $ 1,534,276 SRF Consulting Group, Inc. 7 of 14 Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase 3 2/13/2015 Barge Terminal Property Notes Feature Demolition and Site Preparation Mobilization Demo Quonset Hut Demo South Pier Miscellaneous Other Removals Earthwork Erosion Control 1 Historic Feature Protection Subtotal Utilities 2 Storm Sewer 25 Sanitary Sewer Service 25 Water Service Electrical Service 3 Overhead Utility Burial 4 Communications Service Unit Unit Cost Quantity Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum 100,000 10,000 10,000 10,000 50,000 10,000 10,000 Lump Sum $ 50,000 Lump Sum $ Lump Sum $ Lump Sum $ 15,000 Lump Sum $ - Lump Sum $ 10,000 Subtotal 0.25 $ 25,000 $ $ 0.25 $ 2,500 $ $ $ $ 27,500 Subtotal Buildings and Structures 5 Bcrgstcin Buildings Rchabilitation 6 Low -impact Restroom Building 7 Picnic Shelter (20'x40' approx) 8 Concrete Retaining Walls (up to 5' ht exp) 8 Concrete Retaining Walls (up to 10' ht exp) 9 Shoreline Promenade Structure Railings Subtotal Drives, Trails, and Parking Bituminous Drives/Parking Concrete Curb and Gutter Zi Loop Trail (including upper and lower) Bituminous Trail Connections (10' wide) Concrete Walk Striping and Signage Subtotal Lump Sum Each Each Lin Ft Lin Ft Sq Ft Lin Ft Sq Yd Lin Ft Lump Sum Lin Ft Sq Ft Lump Sum 25,000 100,000 500 750 100 150 35 25 3,000,000 60 7 10,000 1,300,000 1,300,000 6,000 6,000 SRF Consulting Group, Inc. 8 of 14 Bridgeview Park Master Plan Update 2/13/2015 Preferred Concept Cost Estimate - Phase 3 Notes Feature Water Edge 12 Shoreline Restoration 13 Transient Boat Dock 14 Boat Launch 15 Fishing Pier Subtotal Amenities 16 Park Entry Sign 17 Archaeological Interpretive Features 17 Ecological Interpretive Features Trailhead Kiosk 18 "Natural Play" Features Drinking Fountain Water Bottle Filling Station 19 Mini Bike Repair Station Light Poles Other Lighting 20 Site Furnishings Allowance Subtotal Vegetation Trees 21 Landscape Planting Beds Topsoil (6" depth) 22 Native Meadow Restoration Area 23 Native Forest Restoration Area Lawn Turf Establishment 10 Reinforced Turf Area (potential parking) General Native Turf Establishment 24 Irrigation System Unit Unit Cost Quantity Lin Ft Lump Sum Each Each Each Lump Sum Lump Sum Each Lump Sum Each Each Each Each Lump Sum Lump Sum Each Sq Ft Cu Yd Acre Acre Sq Yd Sq Ft Lump Sum Sq Ft $ 150 $ 1,550,000 $ 50,000 $ 40,000 5,000 10,000 10,000 10,000 25,000 5,000 5,000 2,500 7,500 10,000 25,000 500 10 25 10,000 10,000 3 5 20,000 1 Subtotal $ 1 $ 1,550,000 $ $ $ 15 0.25 0.25 1,550,000 112,500 2,500 6,250 121,250 Subtotal Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 3,004,750 $ 600,950 $ 649,026 Total Project Cost Estimate $ 4,254,726 SRF Consulting Group, Inc. 9 of 14 Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase 4 2/13/2015 Barge Terminal Property Notes Feature Demolition and Site Preparation Mobilization Demo Quonset Hut Demo South Pier Miscellaneous Other Removals Earthwork Erosion Control 1 Historic Feature Protection Subtotal Utilities 2 Storm Sewer 25 Sanitary Sewer Service 25 Water Service Electrical Service 3 Overhead Utility Burial 4 Communications Service Subtotal Unit Buildings and Structures 5 Bcrgstcin Buildings Rchabilitation 6 Low -impact Restroom Building 7 Picnic Shelter (20'x40' approx) 8 Concrete Retaining Walls (up to 5' ht exp) 8 Concrete Retaining Walls (up to 10' ht exp) 9 Shoreline Promenade Structure Railings Subtotal Drives, Trails, and Parking Bituminous Drives/Parking Concrete Curb and Gutter Zi Loop Trail (including upper and lower) Bituminous Trail Connections (10' wide) Concrete Walk Striping and Signage Subtotal Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum $ Lump Sum Each Each Lin Ft Lin Ft Sq Ft Lin Ft Sq Yd Lin Ft Lump Sum Lin Ft Sq Ft Lump Sum Unit Cost Quantity Subtotal 100,000 0.25 $ 10,000 1 $ 10,000 1 $ 10,000 0.25 $ 50,000 0.33 $ 10,000 0.33 $ 10,000 $ $ 25,000 10,000 10,000 2,500 16,500 3,300 67,300 50,000 0.5 $ 25,000 $ $ 15,000 $ $ 10,000 $ $ 25,000 $ 25,000 1 $ 100,000 $ 500 125 $ 750 125 $ 100 $ 150 250 $ 35 5900 $ 25 1620 $ 3,000,000 $ 60 $ 7 3300 $ 23,100 10,000 0.5 $ 5,000 $ 275,100 25,000 62,500 93,750 37,500 $ 218,750 206,500 40,500 SRF Consulting Group, Inc. 10 of 14 Bridgeview Park Master Plan Update 2/13/2015 Preferred Concept Cost Estimate - Phase 4 Notes Feature Water Edge 12 Shoreline Restoration 13 Transient Boat Dock 14 Boat Launch 15 Fishing Pier Subtotal Amenities 16 Park Entry Sign 17 Archaeological Interpretive Features 17 Ecological Interpretive Features Trailhead Kiosk 18 "Natural Play" Features Drinking Fountain Water Bottle Filling Station 19 Mini Bike Repair Station Light Poles Other Lighting 20 Site Furnishings Allowance Subtotal Vegetation Trees 21 Landscape Planting Beds Topsoil (6" depth) 22 Native Meadow Restoration Area 23 Native Forest Restoration Area Lawn Turf Establishment 10 Reinforced Turf Area (potential parking) General Native Turf Establishment 24 Irrigation System Subtotal Unit Lin Ft Lump Sum Each Each Each Lump Sum Lump Sum Each Lump Sum Each Each Each Each Lump Sum Lump Sum Each Sq Ft Cu Yd Acre Acre Sq Yd Sq Ft Lump Sum Sq Ft Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees $ 150 $ 1,550,000 $ 50,000 $ 40,000 5,000 10,000 10,000 10,000 25,000 5,000 5,000 2,500 7,500 10,000 25,000 500 10 25 10,000 10,000 3 5 20,000 1 Unit Cost Quantity Subtotal 250 $ 37,500 $ 1 $ 50,000 1 $ 40,000 $ 127,500 20 $ 500 $ $ $ $ $ $ 0.33 $ $ $ $ $ $ 5,000 10,000 37,500 2,500 6,250 61,250 10,000 5,000 6,600 21,600 796,500 159,300 172,044 Total Project Cost Estimate $ 1,127,844 SRF Consulting Group, Inc. 11 of 14 Bridgeview Park Master Plan Update Preferred Concept Cost Estimate - Phase 5 2/13/2015 Barge Terminal Property Notes Feature Demolition and Site Preparation Mobilization Demo Quonset Hut Demo South Pier Miscellaneous Other Removals Earthwork Erosion Control 1 Historic Feature Protection Subtotal Utilities 2 Storm Sewer 25 Sanitary Sewer Service 25 Water Service Electrical Service 3 Overhead Utility Burial 4 Communications Service Unit Unit Cost Quantity Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum 100,000 0.25 10,000 10,000 10,000 0.25 50,000 0.34 10,000 0.34 10,000 1 Lump Sum $ 50,000 Lump Sum $ Lump Sum $ Lump Sum $ 15,000 Lump Sum $ - Lump Sum $ 10,000 Subtotal 25,000 2,500 17,000 3,400 10,000 57,900 Subtotal Buildings and Structures 5 Bcrgstcin Buildings Rchabilitation 6 Low -impact Restroom Building 7 Picnic Shelter (20'x40' approx) 8 Concrete Retaining Walls (up to 5' ht exp) 8 Concrete Retaining Walls (up to 10' ht exp) 9 Shoreline Promenade Structure Railings Subtotal Drives, Trails, and Parking Bituminous Drives/Parking Concrete Curb and Gutter Zi Loop Trail (including upper and lower) Bituminous Trail Connections (10' wide) Concrete Walk Striping and Signage Lump Sum Each Each Lin Ft Lin Ft Sq Ft Lin Ft Sq Yd Lin Ft Lump Sum Lin Ft Sq Ft Lump Sum 25,000 100,000 500 750 100 150 35 25 3,000,000 60 7 10,000 $ $ 1 $ 100,000 $ $ $ $ $ 100,000 Subtotal SRF Consulting Group, Inc. 12 of 14 Bridgeview Park Master Plan Update 2/13/2015 Preferred Concept Cost Estimate - Phase 5 Notes Feature Water Edge 12 Shoreline Restoration 13 Transient Boat Dock 14 Boat Launch 15 Fishing Pier Subtotal Amenities 16 Park Entry Sign 17 Archaeological Interpretive Features 17 Ecological Interpretive Features Trailhead Kiosk 18 "Natural Play" Features Drinking Fountain Water Bottle Filling Station 19 Mini Bike Repair Station Light Poles Other Lighting 20 Site Furnishings Allowance Subtotal Vegetation Trees 21 Landscape Planting Beds Topsoil (6" depth) 22 Native Meadow Restoration Area 23 Native Forest Restoration Area Lawn Turf Establishment 10 Reinforced Turf Area (potential parking) General Native Turf Establishment 24 Irrigation System Subtotal Unit Unit Cost Quantity Lin Ft $ 150 250 Lump Sum $ 1,550,000 Each $ 50,000 Each $ 40,000 Each Lump Sum Lump Sum Each Lump Sum Each Each Each Each Lump Sum Lump Sum Each Sq Ft Cu Yd Acre Acre Sq Yd Sq Ft Lump Sum Sq Ft Total Capital Cost Estimate 20% Contingency 18% Design/Construction Administration Fees 5,000 10,000 10,000 10,000 25,000 5,000 5,000 2,500 7,500 10,000 25,000 5 0.25 0.25 500 20 10 25 667 10,000 0.5 10,000 0.5 3 4133 5 37333 20,000 0.34 1 37333 Subtotal $ 37,500 $ $ $ $ 37,500 $ $ 10,000 $ 10,000 $ $ 25,000 $ $ $ $ 37,500 $ 2,500 $ 6,250 $ 91,250 $ 10,000 $ $ 16,675 $ 5,000 $ 5,000 $ 12,399 $ 186,665 $ 6,800 $ 37,333 $ 279,872 $ 566,522 $ 113,304 $ 122,369 Total Project Cost Estimate $ 802,195 SRF Consulting Group, Inc. 13 of 14 Bridgeview Park Master Plan Update 2/13/2015 Cost Estimate Notes 1. Estimated cost is only a preliminary allowance. Actual costs for protection and preservation should be developed based on a detailed preservation plan developed in conjunction with the proper authorities which is outside the scope of this project. 2. Does not include storm sewer work included in MnDOT's trail plan 3. If desired - actual costs for utility burial should be coordinated with the utility company 4. Communications connection to Bergstein Buildings 5. To be determined as part of separate study by City 6. Assumes standard pre-engineered vault -toilet building without utility service 7. Assumes pre-engineered shelter building with electrical services 8. Assumes CIP wall with spread footing. Actual costs should be verified based on geotechnical analysis and wall type selection and engineering. 9. Not included in current preferred concept. Cast -in -place cantilevered concrete structure along the shoreline is a potential future improvement. Actual costs should be verified based on geotechnical analysis and engineering. 10. Cellular reinforcement system to accommodate potential overflow parking during large park or Downtown 11. Loop Trail project by MnDOT as part of the St. Croix Crossing project which also includes partial drive down to the south boat launch area and drainage improvements 12. Assumes some limited restoration may be required in various locations to be determined 13. Phase 1 transient dock also includes ramp connections to the shoreline 14. Includes concrete entrance ramp and prefabricated boarding dock structure 15. Assumes approx. 50' long prefabricated "T" or "L" shaped fishing pier 16. Park entrance signs along TH95 17. Series of interpretive signage plaques at select locations 18. Designated play area with nature-themed equipment and/or natural materials encouraging hands-on discovery and creative play 19. Small storage container with equipment available for minor repairs while bicyclists are en route 20. Benches, trash receptacles, bike racks, picnic tables, bollards, or other 21. Planting beds including soil, shrubs and/or perennials, fabric, edgeing, and mulch 22. Assumes seeding, herbaceous plugs, and limited seedling trees 23. Assumes invasive removal, seedling trees, and limited herbaceous plugs 24. Assumes limited irrigation system focused on lawn areas and landscape planting beds 25. Water and sanitary service lines were installed during the Bergstein Buildings relocation. 26. No contingency or design/construction administration fees are included for the MnDOT Loop Trail project 27. Depending on the actual implementation timeline, add 5% inflation to construction costs for each additional year beyond 2015 in conjunction with verification of current market trends. Appendix B - Dock Needs' Analysis APPENDICES MASTER PLAN UPDATE I TO IN I Consulting Group, Inc. ENGINEER S P LAN MERS DESIGNERS To: Bill Turnblad City of Stillwater From: Michael Jischke, Senior Associate Date: September 18, 2014 Subject: Stillwater Dock Needs' Analysis Introduction and Context Memorandum SRF No. 0148510 Stillwater is a City rich with history set within a landscape of natural beauty, the Lower St. Croix National Scenic Riverway. Recreational boating is a popular local activity and viewed by the Stillwater business community as a fundamental part of the economy, but with unrealized growth potential. In general, tourism fuels Downtown Stillwater's shops and eateries, but there is sentiment that boaters are spending their money elsewhere because of a shortage of convenient transient dock slips convenient. In one marina operator's opinion, "There is a need for boaters to tie up somewhere so they can go downtown to eat and shop. Currently this is difficult if not impossible." In order to respond to the business community's sentiment, the City of Stillwater directed SRF to investigate the need for new transient docking and assess potentially suitable locations. For the purposes of the study, "transient docking" is defined to be short term daily use only - not overnight. In addition, any potential new dock would be designed with limited services so as not to be technically classified as a "marina" since current regulations in the Cooperative Management Plan (2002) restrict the development of any new marinas within the Riverway. Minnesota 2013 statute 86A.20 and Chapter 30 of the updated Wisconsin 2011-12 statutes provide guidance on definitions of different types of boating facilities. The study summarizes current inventory and demand for boating facilities in the designated "active recreation area" of the Lower St. Croix extending from Stillwater south to Prescott. The scope of the study does not include a detailed economic benefit analysis, although it may be eventually justified if plans for a dock progress beyond the master planning phase. Geographically, the focus area of the study to identify suitable locations included the Downtown shoreline, the Barge Terminal property (located immediately south of the St. Croix Boat and Packet riverboat docks), and Kolliner Park (located directly across the river from Downtown, in Wisconsin). Through review of aerial photography, an on-line survey, and conversations with the local community, a "picture" of current recreational boating and its relationship to Downtown Stillwater was discerned. It reveals that recreational boating on the river in the vicinity of Stillwater is highly popular but convenient access to Downtown or nearby parks is lacking. ONE CARLSON PARKWAY, SUITE 150 I MINNEAPOLIS, MN 55447 1763.475.0010 I WWW.SRFCONSULTING.COM Bill Turnblad City of Stillwater September 18, 2014 Page 2 Stillwater is not alone in addressing the challenge of accommodating recreational boaters. Extending to the confluence with the Mississippi River, five primary cities currently have sizable boating facilities — Stillwater, Bayport, Hudson, Afton and Prescott. They share an identity as "river towns," contributing to the attraction of the region as a recreational destination. Historically, industrial uses predominated, but for the most part, the working riverfront has been transformed into recreational and residential uses. The multitude of marinas, parks, and trail systems that are existing or under development are an indication of its popularity and significance. Nevertheless, in order to benefit from recreational boating, communities must find the right balance between recreational use and the preservation and management of the significant natural and cultural resources that exist. Recreational Water Use Overview As part of the legislation designating the St. Croix as a National Wild and Scenic River, the Cooperative Management Plan (2002) was developed to guide stewardship of the river and its surroundings. Geographically, the overall plan addresses the river extents from Taylors Falls extending south to Prescott where it converges with the Mississippi River. Stillwater sits within the section of the river designated as an "active social recreation area," which is managed primarily by Minnesota and Wisconsin. North of Stillwater, the river transitions into a "moderate recreation" area and then a "quiet waters" area, which is managed by the National Park Service. See Figure 1 for an overview map of the Riverway. In general, the management plan acknowledges the cultural and economic importance of recreational boating, but to ensure that the resource remains attractive and vital over time, it sets rules and standards limiting the usage. The primary measure for the establishing the carrying capacity of the river is boating density (acreage of water per moving boat). The threshold for more stringent regulations is 10 acres per moving boat. In 1997, as part of the Environmental Impact Statement (EIS) for the management plan, Riverway usage at Stillwater was calibrated at 16 acres per moving boat. In contrast, the Hudson Narrows area saw a density of 2.2 acres per moving boat. In addition to the level of usage, river hydrology and other natural characteristics factor into local regulations such as no -wake zones. Studies at the time the management plan was prepared estimated that approximately 310,000 people recreated on the river annually out of a total of over 2 million visitors. Assuming that most recreational boating traffic is seasonal (roughly six months out of the year), that equates to approximately 1,800 people per day (May through October), and presumably most would be weekend boaters. At one time, the designated Boundary Waters Commission performed regular bi- annual aerial surveys and created data on recreational boating usage, but the Commission is now disbanded and archived information is not currently accessible to the public. At the time it was drafted in order to prevent boating overuse, the plan stipulated that no new marinas or boat launches will be built with the exception of a proposed launch at A.S. King Generating Plant (currently operated by Xcel Energy). Consequently, any plans for new boating facilities would require close coordination with the managing and permitting agencies. Bill Turnblad City of Stillwater September 18, 2014 Page 3 Boating Culture The natural surroundings are undoubtedly an attraction for both motorized and non -motorized boaters. In addition, social factors also play a major role creating a boating culture that is inherent to the character of the Riverway and river towns. As noted above, there is a preponderance of private marinas in the area. While the study is limited to the suitability of a new transient dock — not a marina — certain lessons can be drawn from the marina setting that highlight boaters' needs and expectations. Depending on size, a marina can actually develop the characteristics of a small village unto itself. In fact, some exclusive marinas are related directly to residential properties. Experientially, people enjoy seeing the variety of boats and social interactions that inevitably occur out on the dock. Access to restaurants, bars and shops is also a desirable aspect to marina location. Boating is a lifestyle choice requiring significant time and monetary investment, and an entire support industry exists to supply and maintain people's boats and facilities. Service providers fill the niche to allow people enjoy their boating experience without being burdened by all the upkeep. They also provide additional amenities that enhance the boating experience and general enjoyment of the Riverway including information, food and beverages, picnic areas, fishing gear, and restrooms to name just a few. Boating clubs and rental vendors, sometimes associated with marinas, also diversify access to the Riverway by providing watercraft to people who may not own one themselves. Review of Existing Marinas and Docks Along the Riverway, numerous private marinas provide a variety of boating facilities including: seasonal docking, transient docking, winter storage, repair and fueling. Some marinas are coupled with residential development, while others are purely commercial. In each city, there are typically several marinas, and scales vary widely from 12 slips up to 300. Based on review of current aerial mapping, there are approximately 2,000 boat slips overall available between Stillwater and Prescott. At a glance, the marinas appear nearly full, although it is impossible to determine exact usage and use fluctuates seasonally. Anecdotally, several marina operators indicated a gradual recovery in boating usage since a sharp drop-off in 2008/2009 coinciding with the national economic recession. See Figures 2 through 8 (attachments) for aerial photos showing marina and dock locations in each of the communities. It is notable how greatly the natural shoreline was altered to create protective areas for many of the marinas. Through a survey of local marina managers, we learned that there are different uses of the term "transient docking" in the market as compared to the parameters specified by the City for the study. For most marinas, transient docking also includes overnight, weekly or stays of other longer temporary durations, and it is often a small part of a marina's overall operation. In fact, some managers said that shorter duration transient docking is not profitable and would prefer to avoid it. We surmise that the challenge is primarily due to a marina's ability to charge higher fees for overnight or extended usage according to the length of stay. For shorter stays though, it is common to charge hourly fees, similar to a street parking meter, which do not generate significant revenue in aggregate. In addition, boaters that stay longer may require additional services that generate supplemental income. Bill Turnblad City of Stillwater September 18, 2014 Page 4 While many of these facilities try to accommodate transient boaters as space allows, very few slips are actually dedicated for public use. One particular site that is actually required to provide transient slips is the dock operated by St. Croix Boat and Packet for the paddle wheel excursion boats just south of Downtown Stillwater, by conditional use permit. At that dock, eighteen spaces are available to transient boaters. Community opinion on whether those spaces are utilized efficiently is mixed. Information logs on transient use provided by the owner indicate frequent transient use yet others have highlighted a lack of awareness of the slips since they are hard to see and are not advertised. Further coordination with the property owner may yield a better way to allow the dock to serve the public without hindering the paddle wheel business. Additionally, the following table summarizes some key characteristics of each facility: Table 1. Marinas and Docks between Stillwater and Prescott Name Location Public/Private Total Slips Notes Boomsite Marina Stillwater Private 90 • Transient docking is accommodated but sometimes requires boat shuffling • Not high demand for transient dock since a shuttle would be required to access downtown Wolf Marina Stillwater Private 250 • Transient docking is accommodated (daily, weekly, monthly) Sawmill Marina Stillwater Private 50 • Weekly and seasonal slip rentals Stillwater Marina and Stillwater Boat Club/Rentals Stillwater Private 160 • Transient docking is accommodated but often no availability • Boat rentals • Members only boat club • "Drystack" interior storage Bill Turnblad City of Stillwater September 18, 2014 Page 5 Name Location Public/Private Total Slips Notes St. Croix Boat & Packet Stillwater Privately -operated/ Accessible to public per conditional use permit 18 • Shared dock with paddle wheel riverboats • Transient docking is accommodated but orientation makes access difficult • Visibility to transient slips is blocked by the paddle wheels Sunnyside Marina Oak Park Heights Private 250 • Related to condominium association • Slips for sale or rent • Overnight transient docking only (8 slips) • Transient usage typically on weekends • July 4th - only time that transient slips are filled • Desire expressed by slip owners/leasers for dock space closer to Downtown for short dinner trips Beachhouse Marina Bayport Private 20 • Transient docking is accommodated but sometimes requires boat shuffling • Public boat launch • Dry dock Riverpark Marina Bayport Private 65 • Transient docking is accommodated but sometimes requires boat shuffling • Dry dock Bill Turnblad City of Stillwater September 18, 2014 Page 6 Name Location Public/Private Total Slips Notes Bayport Marina Bayport Private 230 • Transient docking is accommodated (approx. 40 slips) • Maximum 7 days for transient stays • Weekend use most typical • Transient users are allowed to use site amenities St. Croix Marina Hudson Private 300 • Transient docking is accommodated • Transient users are allowed to use site amenities Hudson Shoreline Hudson Public Exact number undetermined • Tie-up spots to "0- rings" permitted along old shoreline wall • Boat beaching permitted at south end of Lakefront Park Afton Marina and Yacht Club Afton Private 180 • Seasonal slip rentals • Transient use uncertain Windmill Marina Association, Inc. Afton Private 170 • Seasonal slip rentals • Transient use uncertain Point St. Croix Marina Prescott Private 74 • Transient docking is accommodated as space allows Leo's Landing Prescott Private 25 • One transient slip available • Transient demand exceeds capacity Miss -Croix Yacht Harbor Prescott Private 140 • No transient use Prescott Boat Club Prescott Private N/A • Member only usage Bill Turnblad City of Stillwater September 18, 2014 Page 7 Non -motorized Boating Facilities The Riverway is also a popular location for non -motorized watercraft including canoes, kayaks, rowers and sailboards. It is more difficult to ascertain the level of usage though. The Minnesota DNR lists six outfitters that rent canoes along the St Croix, including both Minnesota and Wisconsin businesses. For the most part, they are located in the vicinity of Taylors Falls and St. Croix Falls, north of Stillwater in the section of the river designated for "quiet waters." The river channel in that section is narrower with many side channels and islands creating a backdrop for a different recreational experience that is presumably more popular for non -motorized watercraft than the immediate vicinity of Stillwater. Nevertheless, provisions for non -motorized use should not necessarily be precluded near Stillwater and extending south in the "active social recreation area." Discussions with local non -motorized users indicate a latent demand for access points and shoreline boat storage near Stillwater. Some features that would facilitate safe and convenient use at potential access points include gradual walking grades and docks that adjust to the current water level of the river. Additionally, enforcement of a no -wake zone near docks and boat launches would enable non -motorized users to share facilities with motorized users with fewer conflicts. Potential Transient Dock Locations and Sizes With the backdrop of the current characteristics of recreational boating and its regulatory framework established, the study team looked at Stillwater's geography and initially identified five (5) potential locations for a new transient dock for further evaluation: • Downtown North (north of the Lift Bridge) • Downtown South (south of the Lift Bridge) • Barge Terminal North • Barge Terminal South • Kolliner Park (south of the Lift Bridge) The following matrix (Table 2) illustrates a comparison of the suitability of the potential sites used to identify the preferred location. See Figure 9 for a map of the locations. Bill Turnblad City of Stillwater Table 2. Potential Transient Dock Location Evaluation Matrix Symbol Legend • Highest Performance (3 pts) • Medium Performance (2 pts) O Lowest Performance (1 pt) September 18, 2014 Page 8 Downtown North (north of the Lift Bridge) Downtown South (south of the Lift Bridge) Barg, Terminal North Barge Terminal South Kolliner Park Accessibility to/from the river a • ♦ ♦ ♦ Accessibility to/from Downtown Stillwater (walking) ♦ ♦ • a • Existing shoreline suitability O O ♦ • • Natural resource impacts ♦ ♦ • • O Cultural resource impacts O O • • O Management and Maintenance Access O o ♦ • O Permitting feasibility a a • • a Total Points 11 12 17 14 11 Generally, to minimize visual impact and align with the river current, a linear dock that follows the shoreline and permits docking on one side would be preferred. The capacity at each potential site would depend on the length of available shoreline, nearby obstacles, docking circulation, and flexibility to accommodate boats of different sizes. Linear docks in the locations studied would Bill Turnblad City of Stillwater September 18, 2014 Page 9 accommodate between seven and 15 boats depending on boat sizes. Different configurations, with finger piers that branch off the main dock, would increase capacity up to 25 to 30 boats at the Barge Terminal and Kolliner Park sites but would be more challenging structurally and operationally. The length of walk for dock users is also a factor in layout dependent upon the number and location of ramp connections to the shoreline. Considering the overall usage of the riverway, it is anticipated that the range of sizes outlined would most likely fill up on a regular basis if accommodations were visible, convenient and at reasonable cost to boaters. Conclusions Based on our assessment of current recreational boating use on the Lower St. Croix, Stillwater is currently not conveniently connected to the boating activity already occurring in close proximity. Although it is the most populous of the "river towns", Stillwater is potentially missing out on the potential economic benefits and additional vitality that recreational boating would bring to Downtown and the riverfront parks. If better operated and advertised, the transient slips already available at the existing St. Croix Boat and Packet dock have potential to alleviate some of the demand, but would likely not solve the issue entirely since they already see frequent use. Consequently, within the City's parameters for a potential "transient dock" for daily use only, we conclude that a new dock would be warranted. Based on the evaluation of key factors as shown in Table 2 above, the recommended location for the new dock is the Barge Terminal North site. Although any new dock proposal would require stringent scrutiny for permitting, the Barge Terminal North site initially appears less controversial when compared to the locations immediately adjacent Downtown and Kolliner Park. In those locations, a dock would be in closer proximity to higher value cultural and natural resources and have a greater visual impact. At the other end of the spectrum, the Barge Terminal South site would be a much more distant walk to Downtown hindering convenient pedestrian access. The Barge Terminal North site has a number of features that set it apart from the others: • Located south of the Lift Bridge and conveniently accessible by avoiding bridge opening restrictions. • Set within a 1/2 mile walking radius to the center of downtown (Chestnut Street) - a reasonable 5 to 10 minute walk for most people. • Already generally clear of woody vegetation along the shoreline and engineered for stability. • Away from the Hersey -Bean Sawmill historical features, which are generally congregated in the middle and southern ends of the property. • Potential to develop the dock in conjunction with the new park. • Opportunity to utilize space within the recently relocated Bergstein buildings for management and maintenance of the dock without the need for a new structure (pending a separate study by the City). Bill Turnblad City of Stillwater September 18, 2014 Page 10 Nevertheless, the recommended Barge Terminal North site has challenges itself, primarily its close proximity to the historic Bergstein buildings and existing St. Croix Boat and Packet dock upstream. Ideally, the design of a new dock would minimize its visual impact on the shoreline regardless of location and complement the historic character of the City, requiring more detailed engineering and architectural study of pilings, shoreline connections, and palette of materials. With further study, the challenges at this location appear achievable though. If the City elects to pursue development of a new transient dock, continued engagement with partnering agencies and the public will be critical to establishing a feasible pathway to permitting and implementation. MJ/bls Attachments Figures Figure 1 - Lower St. Croix Riverway Map Figures 2 to 8 - Aerial Photos of Marinas Figure 9 - Potential Dock Sites Appendixes Water Surface Use Regulation Guidelines H: \Projects\ 8510\LA\Doc\ DockNeedsMemo\Memo-StillwaterpockNeedsAnalysis. docx document file path St. Paul • 0 PREFERRED ALTERNATIVE: wat er Lower St .Croix National Scenic Riverway / Forest Lake 4.5 Taylors Fall St. Croix Falls Minnesota Interstate State Park Cedar Bend William O'Brien State Park_ Marine on° St. Croix Stillwater • Bayport • Lakeland 9 Miles Credit: Final St. Croix CMP EIS • Osceola 1351 Wisconsin Interstate State Park St. Croix Islands Wildlife Area QUIET WATERS (main channel) NATURAL WATERS (backwaters) MODERATE Somerset RECREATION (main channel) 1641 Federal Zone NATURAL WATERS (backwaters) State Zone • North Hudson Hudson • scott +North River Falls innic State Park ACTIVE SOCIAL RECREATION St. Croix River Lower St. Croix NSR Major Highways DSC • 643 • 20024B • 5/00 /IN I Lower St. Croix National Scenic Riverway Map 4.linsuIIinL.J roup, Stillwater Dock Needs' Analysis Figure 1 St Croix islands State Recreation Area North of Stillwater 101:411 Aerial - Stillwater and Vicinity ,,,, lling Group, In, Stillwater Dock Needs' Analysis Figure 2 Stillwater Marina .104.40" t WeSt Iran . e servi es Aso ‘Sti!Water Boat - ClutiteRentals wi IN Aerial - Stillwater and Vicinity Stillwater Dock Needs' Analysis Figure 3 South of Stillwater 1:411 I Aerial - Stillwater and Vicinity fl ulling Group, Inr Stillwater Dock Needs' Analysis Figure 4 River Park Marina wi Aerial - Bayport, MN Cumulling Group, Inr Stillwater Dock Needs' Analysis Figure 5 . -•r'oix Yacht Sales St. CroixsMar rm Clubhouse tiAerial - Hudson, WI Cumulling Group, Inr Stillwater Dock Needs' Analysis Figure 6 Windmill Marina As oclation Inc if Vahley Branch NI Aerial - Afton, MN fl ulling Group, Inr Stillwater Dock Needs' Analysis Figure 7 tiAerial - Prescott, MN Cumulling Group, Inr Stillwater Dock Needs' Analysis Figure 8 LOWELL PARK STILLWATER COMMERCIAL HISTORIC DISTRICT KOLLINER PARK DOCK OPTION DOWNTOWN SOUTH •, DOCK OPTION LEGION BEACH NATURAL RESTORATION PLANNED RIVERBOATS AND TRANSIENT DOCK SOUTH MAIN ST. ARCHAEOLOGICAL DISTRICT ST. CROIX BOAT & PACKET SHODDY MILL AND WAREHOUSE STORMWATER TREATMENT AREA BARGE TERMINAL NORTH DOCK OPTION LEGEND IN I PROJECT LIMITS HISTORIC DISTRICT CITY PARK HISTORIC FEATURE EXISTING TRAIUWALK OTHER PLANNED TRAIL PLANNED LOOP TRAIL (MnDOT ALIGNMENT) EXISTING PARKING POTENTIAL PARKING STORMWATER TREATMENT AREA ENEXISTING IMPROVED ROAD ACCESS POTENTIAL ROAD ACCESS m A H • POTENTIAL WATER ACCESS PRIMARY VIEWS b71-71. KOLLINER PARK STILLWATER CULTURAL LANDSCAPE DISTRICT ez— SOUTH MAIN ST. ARCHAEOLOGICAL DISTRICT BARGE TERMINAL PROPERTY BARGE TERMINAL SOUTH DOCK OPTION !ET STATION \ 1 BOAT LAUNCH PLANNED BUILDINGS TO BE REMOVED BUILDINGS REMOVED STORMWATER TREATMENT AREA SUNNYSIDE MARINA ■• g Potential Dock Sites CunsuIting Group, Inc Stillwater Dock Needs' Analysis Figure 9 APPENDIX B: WATER SURFACE USE REGULATION GUIDELINES Watercraft speed regulations were first established on the lower St. Croix River in the mid-1960s in the form of limited slow - no -wake zones in the Hudson, Kinnicki- nnic, and Prescott narrows. Those limits were established by order of the Washing- ton County Sheriff. As boating activity on the river grew rapid- ly in the 1960s and 1970s, there were increasing concerns that the river was becoming unsafe and that additional speed regulations will need to be imposed. The Scenic River Study of the Lower St. Croix, prepared in 1971 as directed by Congress (Wild and Scenic Rivers Act, 1968), con- cluded boating use of the river was by then unacceptably overcrowded and action was needed to reduce the perceived hazards associated with speeding boats in close proximity to one another, to enhance safety, and to reduce the impacts of boat wakes. Following designation of the Lower St. Croix (Lower St. Croix Act, 1972) the inter- agency planning team undertook develop- ment of a management approach for regu- lating boating. The result was appendix B of the Master Plan (1976), which contained a framework for state and federal boating regulations. Based on that framework, the states and the National Park Service in 1977 imposed water surface use regulations on the riverway. In 1978 the Lower St. Croix Management Commission developed a Riverway Management Policy Resolution that provid- ed guidance for future changes in those reg- ulations. Based on that guidance, the state - federal regulations were amended in 1978, 1981, 1984, 1987, 1991 and 1996. The purpose of this appendix is to provide a framework for future changes in the regula- tions. It is based on the following four water management districts: WATER MANAGEMENT DISTRICTS Active Social Recreation In this district are found large numbers of both people and watercraft. The types of boats found in this area will vary widely: while most will be motorized, nomnotor- ized watercraft may be present. Boat speeds will also vary significantly; they will be strictly controlled in some limited areas (such as narrows areas), but the highest boat speeds allowed on the river will be in this district. Moderate Recreation This district may contain large numbers of watercraft at times, but use in this area will tend to be more moderate in terms of num- bers of people and watercraft on the water, and in terms of the intensity of activity. A variety of boat types, primarily motorized watercraft, may be present. Boats may trav- el at different speeds, but tend toward slow- er speeds than the Active Social Recreation District, although faster than the Quiet Waters and Natural Waters districts. Boat speeds may be very strictly controlled in some limited areas (such as narrows areas); there will be an overall limit on boat speeds. Quiet Waters This district will provide for low -impact boating activities, but during peak use peri- ods large numbers of watercraft may be 65 encountered. Management will be directed toward recreational uses that leave the sur- face of the river largely undisturbed. Both motorized and nonmotorized watercraft will be able to use these areas. Watercraft speeds will be kept low to preserve the river's tranquil quality. Natural Waters This district will provide an experience emphasizing a sense of peace and quiet, with some opportunities for solitude. Watercraft numbers will usually be very low. Most watercraft will be human -pow- ered. Watercraft speeds will be kept low. BOATING MANAGEMENT The following regulatory approach to man- aging boating is recommended: Speed Limits Speed limits should be imposed on the St. Croix as follows, based on management area classification in the plan: Active Social Recreation: 40 mph between sunrise and sunset, and 20 mph between sunset and sunrise Moderate Recreation: 20 mph Quiet Waters: slow speed, but in no case greater than 15 mph Natural: slow -no -wake Shore Activity Zone A shore activity zone is needed to reduce boat speeds near shore to ensure the safety of swimmers and moored and beached boats and to prevent erosion. Boat speeds should be restricted to slow -no -wake within 100 feet of all shore, including islands, within 100 feet of swimmers, and within 100 feet of nonmotorized craft. Slow -No -Wake Zones in Narrows Areas Slow -no -wake zones have reduced boat speed (to increase safety, reduce resource damage and preserve diverse experiences) in narrows areas of parts of the Lower St. Croix since the 1960s. They exist to increase safety, reduce resource damage, and preserve diverse experiences. Slow -no - wake speed limits have historically been established in areas that exceed density standards. High -Water No -Wake During periods of high water, the river con- tacts the shore in areas that are highly sus- ceptible to erosion. Watercraft traveling at speeds above a slow -no -wake speed pro- duce wakes that accelerate erosion on these unstable shore areas, so speeds need to be restricted during these high-water events. All boating should be limited to a slow -no - wake speed whenever river levels reach or exceed 683 feet as measured at the Stillwater gauge. Density Policy The potential need for speed regulations should be studied when density exceeds 15 acres of water per moving boat, and speed regulations need to be imposed when densi- ty exceeds 10 acres of water per moving boat. Craft Type Restrictions Amphibious craft should not be permitted to drive onto publicly owned shore areas except at boat ramps. Personal watercraft are required to operate at no -wake speeds 66 near all shore, including islands, and near swimmers. This distance is set by state law and is 150 feet in Minnesota and 200 feet in Wisconsin. Personal watercraft are not allowed north of Stillwater. Boat Noise Watercraft noise limits are established by state law in each state. ACCESS Large numbers of watercraft use the Lower St. Croix on summer weekends. Manage- ment issues associated with high use include potential safety problems, potential resource damage, and strong management interest in preserving the existing diversity of recreational uses. In addition to water surface use controls aimed at managing existing use, access controls are justified to prevent significant growth in boating activi- ty. Access to the river comes through pri- vate property, unlimited access from the Mississippi River at the mouth of the St. Croix, and public and quasi -public access from boat ramps and marinas. Private Property Residential riparian owners have a right to access the water through their property, but the exercise of that right is limited to their personal needs. Unless limited by other requirements, a dock may extend waterward the greater distance of: 1) a boat length, 2) the distance to the 4-foot water depth con- tour (at normal low water, which is 675 feet elevation from Stillwater south), or 3) the distance to a deeper contour if required by the draft of the craft using the dock but in no case should the dock extend beyond the 100-foot shore activity zone. The states should establish standards for allowable dock size. Mooring buoys must be the minimum size and number necessary (in combination with berthage) to meet the owner's personal needs and must be placed within the 100- foot shore activity zone adjacent to the owner's property. Single riparian parcels in common ownership may be allowed a com- bination of berthage and moorage that total one watercraft per buildable frontage lot equivalent to what will be allowed if the property was developed for single-family homes. The total number of watercraft must be served by common docks or piers locat- ed to avoid negative impact on land and water resources. Resource limitations of the site and river cannot be exceeded. Mississippi River The states should work with other agencies to improve the recreational appeal of this portion of the Mississippi as a way to encourage boaters to stay on that river. Boat Ramps There should be no new or expanded boat ramps or car -trailer parking on the Lower St. Croix, except for completion of the Minnesota public water access planned in the stretch of river near the A.S. King Generating Plant. State and local units of government are strongly encouraged to restrict parking adjacent to all launch ramps, public and private, on lands under their jurisdiction. Marinas New marinas should not be allowed on the riverway, and existing marinas should not be peiniitted to expand in any way, includ- ing dry storage. Marina capacity should not be transferred from one marina to another. 67 iliwater THE BIRTHPLACE OF MINNESOTA TO: Mayor & City Council FROM: Bill Turnblad, Community Development Director DATE: February 26, 2015 RE: 2015 LOG JAM CONTRACT BACKGROUND The Locals and City staff have come to agreement on a contract for the 2015 Log Jam event. The contract is a reflection of experience gained by The Locals and the City during the Log Jam's 2014 inaugural year. COMMENTS The primary contract changes are: 1. Financial Assurances a. Payment of City Costs i. Last year a $20,000 deposit was required for this. The actual amount paid for City services such as Police and Fire totaled $23,736.84. ii. Since the number and types of activities and musical acts will be substantially similar to last year, a $30,000 deposit for City services should be sufficient. iii. The deposit amount is not included in the contract. Instead, the contract simply states a deposit will be made to the City for this purpose. The actual amount is included in the Resolution approving the contract. b. Payment of Private Costs Last year a private letter of credit was intended to serve as a performance guarantee for payment to private businesses and individuals providing labor or materials to the event. This year either a Letter of Credit or a cash deposit is provided for in the contract. 2. City Percent of Ticket Sales The City will not request a percentage of the ticket sales revenue to cover public costs of supporting the event. 3. Sanitation a. Public Restrooms. Added standard event contract language on maintenance of public restrooms. Essentially, if The Locals elect not to maintain and clean the public restrooms, the City will do it and The Locals will bear the costs. b. Vendors' Greywater. Greywater from vendors will have to be stored either in a holding tank or greywater barrels approved by Washington County Health Department. February 26, 2015 Page 2 4. "Umbrella" Events a. By the end of May The Locals will submit a complete list of all "Umbrella" events. (Events not being produced by The Locals, but that The Locals are allowing to operate under the auspices of Stillwater Log Jam.) 5. City Parking Lots a. Language is being added that the City prefers the event to be held in public parks rather than in public parking lots. But, Lots 4, 5, 9,10 and 11 are offered if needed. This intentionally excludes Lots 8a (leased to River Market Coop), 8b (nest to the River Market lot), 6 (north of the pedestrian walkway) and 7 (south of the pedestrian walkway). 6. Schedule of Deadlines a. Both staff and The Locals would like deadlines to be more specifically identified this year. Consequently, a complete list of major deadlines was written and agreed to by both The Locals and staff. It is attached to the Resolution approving the contract. REQUEST Staff requests the Council to consider approving the contract. If the Council finds the contract satisfactory, approval would be granted by adopting the attached Resolution. bt attachments: Contract Resolution of Approval RESOLUTION NO. A RESOLUTION APPROVING 2015 LOG JAM AGREEMENT BE IT RESOLVED by the City Council of Stillwater, Minnesota, that the agreement between The Locals and the City of Stillwater for the 2015 Stillwater Log Jam, as on file with the City Clerk, is approved with the following conditions: 1. A $30,000 deposit for Police and Fire services must be submitted to the City by June 26, 2015. 2. In addition to any deadlines specifically included in the agreement, adherence to the attached schedule of deadlines is also required. BE IT FURTHER RESOLVED, that the Stillwater City Council authorizes the Mayor to sign the agreement. Adopted by Stillwater City Council this 3rd day of March, 2015 Ted Kozlowski, Mayor ATTEST: Diane F. Ward, City Clerk Exhibit A Schedule of Deadlines Due Date Task Responsible February 2015 contract signed The Locals/City February Costs for City services and hard costs to be adopted with the contract The Locals/City February Status update at City Council meeting The Locals February Initial site maps drafted and submitted to City The Locals Early March Permits applied for (with application fee) at the City The Locals Early March Permits applied for (with application fee) at Washington County The Locals Early March Fishing Contest permit applied for (with application fee) at DNR The Locals Early March Parade route map drafted and submitted to City The Locals Early March 5K Race route map drafted and submitted to City The Locals Early March Soap Box Derby route map drafted and submitted to City The Locals March Status update at City Council meeting The Locals March Parade route finalized The Locals March 5K Race route finalized The Locals March Soap Box Derby race finalized The Locals Late March Barricades ordered The Locals Late March Trash plan and contract due to the City The Locals April Meeting with the Stillwater Parking Commission The Locals/City April Status update at City Council meeting The Locals April Discussion with City about total anticipated bill for City Police and Fire services The Locals/City April Portable bathrooms to be ordered, and order request to be copied to the City The Locals April Schedule alcohol training with Police Chief The Locals April Schedule of events discussed with City and Council (not for public release) The Locals/City May Status update at City Council meeting The Locals May Payment to the City for hard costs (this is separate from Police and Fire services) The Locals May Security team to meet with Police Chief The Locals May Certificate of Insurance due to the City The Locals May Music schedule discussed with Police Chief and Mayor (not for public release) The Locals/City May Schedule of events released to the City and public, including "umbrella events" The Locals May Music schedule finalized and released to the public The Locals June Status update at City Council meeting The Locals June $30,000 payment to the City for Police and Fire services The Locals June Mailers sent out for 5K Run, Parade and Soap Box Derby routes The Locals June City to provide list of streets that require "No Parking" signs City June Final site plan due to the City The Locals June Final safety play due to the City The Locals July Status update at City Council meeting The Locals July Final list of vendors to the City and Washington County The Locals July Complete production schedule to the City The Locals July Utility locates at park(s) The Locals July Pre -event walkthrough The Locals/City July 15-16 Event load -in The Locals July 17-19 Event The Locals July 20 Final clean-up and walkthrough The Locals/City August Event evaluation meeting (and any refunds to The Locals) The Locals/City STILLWATER LOG JAM AGREEMENT This Agreement between the City of Stillwater, Washington County, Minnesota ("City"), and the Stillwater Log Jam Celebration of 2015, part of a community wide celebration (the "Celebration"); (LOCALS,) a Minnesota non—profit and federally certified 501 C3 organization ("Association"). Whereby the Association has appointed an Independent Contractor to Manage and Stage the Celebration according to the terms of this Agreement. 1. Celebrations. The City has encouraged community wide celebrations in order to foster and promote tourism within the City of Stillwater and encourage commerce within the City that will ultimately increase property values and the quality of life within the City, thereby promoting the welfare of the City. The Stillwater Log Jam Celebration will be held during the last half of July of each year as determined by agreement between the Association and the City. 2. Management. The LOCALS must appoint an individual to represent their entity in dealings with the City regarding the Celebration. This individual must be given authority to bind the organization to agreements made with the City, to receive notice of any kind including routine or emergency notices that when received by the individual will be considered given to the Association. The notice may be given by email, in person, by telephone or by U.S. Mail. The email address, cell phone number and mailing address of this representative must be given to the City within 30 days of the execution of this Agreement and kept continuously current from January 1st of each calendar year until August 1st. Failure to provide this representative or to keep the representative's contact information current are grounds for cancelation of this Agreement and all rights to conduct the Celebration. (a) Site Plan. The Association must prepare an overall site plan for the Celebration that depicts the location of fencing, vendors, exits and any areas with the City, such as parks or parking lots that are proposed for use by the Association for the Celebration and related use. Further the Association must also submit a City Event Permit with application fee and an overall Celebration Concept Plan that describes each element of the Celebration, including water races, parades, fireworks that are planned. The Concept Plan and Event Permit application must be submitted by April 1st of each year. (b) Event Coordinator. Further, the primary City contact will be the City Administrator or the person designated as Event Coordinator (Event Coordinator). The Association pledges to work with this person regarding Event Planning and the fulfillment of the conditions contained in this Agreement. (c) Status Report. Beginning 30 days after the execution of the Agreement, and each 30 days thereafter, the Association must provide to the Event Coordinator a status report, that must include the sources (should the source elect to be identified) and amount of paid sponsorships, the nature and extent of any contractual agreements made with third parties, nature and extent of any credit extended by third parties to the association or to others for the benefit of the Association, and any other status information reasonably required by the Event Coordinator. (d) Background Investigations. The Board of Directors of the Association or any Managers hired by the Association for purposes of planning or conducting the Celebration must consent to and allow the City to conduct basic criminal background investigations. (e) Primary Contact. A current phone number for the Primary Contact must be provided to the City and also placed on the main page of the Event's Website and public inquires invited. 3. Stillwater Log Jam Crowd Management. (a) Police and Firefighters. The Association will contribute to the cost of providing uniformed, licensed peace officers and fire firefighters that are specifically scheduled for the events associated with the Celebration. The contribution level for Police and Fire Fighters is established by the City Administrator. The amount must be paid on or before May 1st of each year. (b) Security Officers. The Association will provide, at no cost to the City, privately paid professional uniformed security officers equipped with radios. All security officers will be suitably identifiable. The number and deployment of the Security force must be approved in writing by the Stillwater Police Chief. (c) Trail. The bicycle and pedestrian trail from Laurel Street to Myrtle Street must remain open to the public and unobstructed during the Event unless approved by City Staff. (d) Repairs. The Association must restore and repair any areas of a Park or Parking Lot that are damaged by vehicles or people associated with the Celebration. City Staff will do a walk-through of venue with The Locals and identify and document any damage before event. Both parties will sign off and reevaluate after the event. (e) Remote Parking. The Association will work with City Staff to explore the feasibility of a remote parking and shuttle plan for the Celebration. (f) Ticket Sales. In order to defray costs associated with the Celebration, the Association is authorized to establish and implement a park access fee or access ticket charge for Friday and Saturday evenings of the events. Further, no charge will be made or ticket required for access to the area south of the Bridge, to members of the Association work force, public safety personnel, or to other persons not considered members of the general public, nor will any charge be made for the daytime shows or events. 4. Race and Parade Management. Prior to May 1st, the organizers must submit and have approved a Management Plan for any races or parades proposed to be held during the Celebration. The Plan must describe the start and finish lines and the proposed route. A plan for parking control, a plan for traffic control, barricade placement and street closure, a plan for water stop and first aid stations, an emergency plan, a plan for the provision of portable toilets, 2 barricade placement, trash collection, and pickup, a schedule for any requested provision of City services including Police, Fire, Public Works and electricity and water/services. 5. Stillwater Log Jam Liquor Control. (a) The Association. (LOCALS) has been granted conceptual authority to dispense intoxicating Liquor at the Stillwater Log Jam Celebration. This approval is subject to the Association applying for and being granted a Temporary Liquor License and Consumption Permit as allowed by the Stillwater City Code and State Law. All Licenses must be approved and proof of Liquor Liability Insurance Coverage must be submitted to the City Clerk by May 1st. This Agreement will set forth the terms and conditions that will control the dispensing of Liquor at the Celebration. (b) The Area. The area where dispensing will be permitted is the area by the Association described on the overall site map as submitted and approved by the City (the Area). The Association is also allowed use of Lowell Park south of the Lift Bridge and north of Nelson Street, however, no alcohol may be dispensed in the area south of the Bridge. (c) Fencing. The Area must be securely fenced. The fencing must be adequate to insure that alcohol sales and consumption remain inside the fence. For the purposes of a Beer Garden, double bicycle fencing is approved. A breach of the fence is grounds for the Police Chief to terminate all alcohol sales in the area. The adequacy of exiting in the fence must comply with the Minnesota Fire Code as administered by the City Fire Chief. (d) Exits. For the purpose of this plan, all Entry/Exit gates to the park must be controlled by security personnel while alcohol is being served. At each of these entry/exit points, a paid professional security guard must be in place to insure that no beer or Liquor enter or leave the park area. (e) Signage. Signage will be prominently displayed at each entry/exit point to notify guests that no Liquor/beer will be allowed in or out of the area. (f) Bracelets. Private paid security officers will roam the Area checking to ensure that each beer drinker is wearing a Stillwater Log Jam 2015 beer drinking bracelet. Signs will be displayed throughout the area notifying guests that they must be wearing a beer drinking bracelet to be drinking a beer. (g) Identification Bracelets. The Association will provide at no charge liquor identification bracelets at location(s) as required by Public Safety Staff. The Association will permit no one to consume Liquor unless they are wearing an identification bracelet. The Association will be responsible for the issuance of bracelets and that the bracelets are given only to those who are legally entitled to consume Liquor. The Association will direct its private security forces to give extra attention to enforcing the bracelet requirements and to crack down on abuses. 3 (h) No Other Alcohol or Coolers. No Liquor is allowed in the Area except that Liquor which is sold by the Association. The Association is responsible to see that no other Liquor is brought into the Area. Bottles, containers or coolers brought into the Area, are subject to search. Compliance Program. Prior to May 1st the Association must develop a complete management policy or program regarding all aspects of alcohol compliance, including the problem of the under —aged consumer, sales after hours, sales off the premises in open containers, over —serving and the recognition of false identification. The City Police Chief must approve the policy before implementation. The Association must train all alcohol servers with regard to the policy, including instruction by a professional recognized in the area of alcohol awareness before the opening date of the Celebration. (i) (j) Compliance Inspection. The Association acknowledges that as a liquor license holder for the Celebration, it is subject to Stillwater City Code §43-8, which authorizes that all premises from which intoxicating Liquor is offered at on —sale, are subject to inspection for alcohol compliance by any police officer, health officer, or other designated officer or employee of the City during all hours the Area is open for the serving of alcohol. 6. Insurance. The Association must provide to the City satisfactory proof that it has obtained liability insurance that names the Association and the City as an additional insured, as loss payees, in an amount of at least $1,500,000.00 combined single limit, for loss sustained by either acts or occurrences that arise from or grow out of both Celebrations, and Liquor Liability coverage as described in Minn. Stat. §340A.409, evidenced at a minimum, the coverage described in Minn. Stat. §340A.409, subd. 1 with regard to Stillwater Log Jam. 7. Assurances. Prior to May 1st the Association must provide assurances to the City: (1) that the Association will complete the contract according to its terms, and pay to the City all costs and charges that may accrue on account of completing the Celebration; and (2) a Deposit or Payment Bond for the use and benefit of all persons furnishing labor and materials engaged or to perform the contract, conditioned for the payment, as they become due, of all just claims for the labor and materials furnished to the association with regard to the Celebration, including work, skill, insurance premiums, equipment supplies or taxes incurred or due under Minnesota Statute § 297A. The Deposit or Payment Bond must be in the penal amount as determined by the City Administrator. As an alternative to the Bond, a Cash Deposit or Bank Letter of Credit may be substituted in an amount and in form approved by the City Administrator. 8. Sales Tax. The Association must obtain a State Tax Payer Identification Number and collect any sales or use taxes that are due according to law. 9. Noise Control. The Association is responsible to control the noise emanating from the Area at a level that will not interfere with the peace and repose of the residential area on the bluffs on the north, west and south edges of the downtown. 4 10. Hours of Operation. Liquor sales will cease 15 minutes before the last band finishes playing, but in no event after the times set forth as follows: Friday, 11:15 p.m.; Saturday, 11:15 p.m.; and Sunday, 9:45 p.m. 11. Public Information. As soon as practicable after furnishing the main schedule, the Association will publish and widely distribute a schedule of events. After the Celebration closes, the Association will prepare a press release describing the charities that benefit from the Celebration. 12. Police Power. With regard to Celebration the City reserves the right to order a shut down of the Area in the event the Chief of Police determines, in his sole discretion, that the public safety is threatened or any condition of this Agreement is violated. In that event, the Association will cease dispensing Liquor and must assist the police in the clearing of the Area. The park will be closed at midnight. 13. Exclusive Use of Parks. In return for the exclusive use of the City Parks as identified on the approved overall site plan and/or Event Maps, the Association hereby agrees to the following: (a) Damage Deposit. The Association will pay a damage deposit of $750 and a user's fee of $500 to be paid at the signing of this Agreement for each of the Parks. The damage deposit of $750 will be refunded no later than 30 days after event, in whole or in part, if not needed to repair damage, as determined by the City of Stillwater Public Works Director. (b) Dumpsters. The Association must furnish dumpsters or roll —off boxes according to a plan approved by Public Works Staff in sufficient quantity to contain the accumulation of trash generated by the Celebration and must ensure that all trash or garbage is collected and hauled away daily in the Event areas. Dumpsters and trash receptacles in the Event Areas must be picked up and empty each day during the Celebration. The Event Coordinator may amend the plan and require additional dumpsters or trash receptacles if the need arises. (c) Traffic Control. To ensure traffic and pedestrian control the Association must place standard reflective barricades according to a plan approved by the Public Works Director or his designee. Barricades may be supplied by the Association, or by the City. Charges for the City supply of barricades are set forth in the current City Fee Schedule. (d) Electricity and City Water. Existing electrical boxes will be opened by the City and access allowed according to the current City Fee Schedule. If access to water main or hydrants is required, the Association must make arrangements with the City Water Department and must pay related Water Department fees. (e) Restrooms. The Association must furnish portable restrooms to facilitate expected crowds in a number approved by Public Works. Additional portable restrooms must be provided by the Association if deemed necessary to protect public health as determined by the Event Coordinator. City Public Restrooms on 5 the Pedestrian Walkway and the South end of Lowell Park will remain open during the Celebration and the City will supply and equip both restrooms, however, the Association will be responsible for maintaining, cleaning, staffing and security and supervision for both restrooms. If the Association elects not to provide these services it must notify the City at least two weeks prior to the event, and in that event, the Association will bear the City costs associated with this work. (f) Irrigation System in Park Property. Lowell Park is maintained by a buried irrigation system. This system is easily damaged by stakes or posts that are driven into the ground or by equipment and vehicles running over irrigation heads. For that reason, stakes or posts longer than 12 inches and more than a quarter inch in diameter may not be used in the Park. (g) Grey Water. The Association agrees to ensure that all vendors' waste water be discharged into a holding tank approved by Washington County Health Department. Vendors without an approved holding tank must discharge into grey water barrels provided by the Association. Disposal costs are the responsibility of the Association. For no reason may grey water barrels or holding tanks be disposed into the City's sanitary or storm sewers. (h) Use of City Parking Lots. The City prefers the Association to stage the event in Lowell Park rather than in public parking lots. If Lowell Park is not flooded and is not recovering from flood waters, then it should be the primary event venue. Use of public parking lots will be approved only as an alternate or if sufficient space does not exist in the Park to accommodate all event activities. If in the opinion of the City, public parking lots will be needed, then the preferred lots for use would be Lots 4, 5, 9, 10 and 11. In this event, the City approves, at no cost to the Association, lots 4, 5, 9, 10, and 11. These lots will be available to the Association exclusively from Thursday AM until Monday AM of the Event weekend. Lot 11 will be shared with Public Safety as a staging area. Umbrella Events. By May 22nd the Association must submit to the City a complete list of all "umbrella events." "Umbrella events" are events taking place during the time frame of the Log Jam Festival, and are included in Log Jam Festival promotional materials, but are not directly produced by the Association. (i) 14. Rules for Vendors. (a) Food Vendors. All food vendors must be inspected and approved by Washington County Department of Health and the Stillwater Fire Department and the State Electrical Inspector prior to beginning operation. The Association must provide a complete list of all vendors to each of these agencies at least two weeks prior to the event. (b) No Camping. No camping in tents, trailers or campers is allowed in the Downtown during the events. 6 15. Damage to Parks, Paved Trails and Parking Lots. All damage to parks, paved trails, or parking lots must be repaired at the expense of the Association whether caused by the Association or its vendors. The City will deduct the cost of repair from Association Deposit, however, the Association will remain responsible for costs and repairs that exceed the Deposit. 16. Music. Musical entertainment must be selected with the approval of Public Safety. Public Safety must also review and approve the Media Advertising Campaign before the campaign is implemented. By May 22, 2015 the Association must provide to the City a complete list of all musical acts along with an estimate crowd size for each. Live musical entertainment must cease no later on each day than set forth as follows: Thursday, 11:00 p.m.; Friday, 11:30 p.m.; Saturday 11:30 p.m.; and Sunday, 10:00 p.m. 17. Downtown Clean -Up. On the day following the close of the Celebration, weather permitting, the Association will clean Lowell Park and other areas that have been impacted by the Celebration. The Association is responsible for all costs, incurred for the clean-up of areas neglected by the Association. The city will run Street Sweepers after the event at no cost to the Association. 18. Hold Harmless and Indemnify. The Association agrees to hold the City harmless and to indemnify and defend the City with regard to any claims causes of action or demands that might be brought against the City arising out of the activities in the Area including the dispensing of Liquor pursuant to this Agreement. 19. Term of Agreement. This Agreement will remain in effect for a period of three (3) years from the date of its execution subject to an annual City review that must be completed by November 1St of each year. In the event of any substantial change in circumstances, either party may request review of the terms of this Agreement at an earlier time. Further, in the event that a determination is made by the City Council, based upon the advice of the Police Chief that the Celebration is a threat to the health, safety or welfare of the community, the City Council reserves the right to cancel any remaining term and terminate this Agreement. IN WITNESS WHEREOF, the parties have set their hands this day of , 2015. LOCALS By Its 7 STATE OF MINNESOTA ) ss COUNTY OF WASHINGTON The foregoing instrument was acknowledged before me this day of , 2015, by , the the duly authorized agent for Locals, a Minnesota non—profit corporation. STATE OF MINNESOTA ) ss COUNTY OF WASHINGTON ) Notary Public CITY OF STILLWATER Ted Kozlowski, Its Mayor ATTEST: Diane F. Ward, Its City Clerk The foregoing instrument was acknowledged before me this day of , 2015 by Ted Kozlowski, Mayor and Diane F. Ward, Clerk, for the City of Stillwater. Notary Public 8 MEMORANDUM TO: Mayor and City Council 1 FROM: Shawn Sanders,40irector of Public Works DATE: February 27th, 2015 RE: Feasibility Study for Stillwater Oak Park Heights Street Project -Orleans St Project No. 2014-03a DISCUSSION At the last council meeting, council ordered the improvement on a joint street reconstruction project with Oak Park Heights (OPH) for three streets that share a common boundary between the two cities. These streets were Panama Avenue, Paris Avenue and 62nd Streets. (OPH would be responsible for the engineering and the construction of these streets). At the request of OPH, they would like to the City include the section of Orleans Street or 65th Street between Fourth Avenue and Second Avenue/ Hillcrest Ave( Second Avenue) and incorporate it into their project. OPH would like to complete their water main and sanitary sewer main replacement on this street as well as street reconstruction that is proposed as part of their bigger project. Orleans Street is located on the very southeast corner of the city and is roughly 650 feet in length with no curb and gutter. It is unknown when the last street improvement occurred. Utilities from both cities exist in the right-of-way, storm sewer, sanitary sewer and two watermains, one from each city. As part of their project OPH would be replacing their sanitary sewer and water main, as well as street reconstruction. PROPOSED PROJECT The proposed project that affects the City of Stillwater, would be the reconstruction of the northern half of the Orleans between Fourth Avenue and Second Avenue. The street would be constructed to a 24 wide street with curb and gutter. Also as part of the project, a hydrant would be replaced on our water main and there two and two galvanized water services that would be replaced before the street is reconstructed. OPH would be responsible for the engineering and the construction of the streets and would invoice all costs associated with work affecting properties in Stillwater. It is proposed that the City would hire a contractor for the hydrant and water services. PROJECT COST AND FINANCING Based on the quantities from Oak Park Heights, the estimated cost for the street reconstruction of the north half of Orleans street is $74,203.25, the hydrant replacement is $5900 and the galvanized water service replacement is $3800. For a total project costs of $83,903. According to the City Assessment Policy adopted in 2014, reconstruction projects are assessed 70% and services remain at 100%. There are four properties (corner lots) on the section of Orleans, at a street assessed cost of $56,072.27 ($80,103.25 *.70), the assessed cost per property amount s to $14,018.06. This amount seems excessive as compared to the most recent project in 2013 where the corner lot assessment would have been $7350 if adjusted according to our new policy. At the last council meeting, there was a discussion, pertaining to the possible high assessment amount, (if using our current policy) vs a possible lower rate comparable rate to the 2013 amount and the impacts it would on the city's contribution. It was approved by Council to proceed with this study at the lower rate option, using a 35% assessed rate to the property owner, which amounts to $7,009.03 per property. (Note this rate increases the city's cost by $28,036 from the current policy). The project summary is shown below: Street Reconstruction Assessed Cost (4 lots@ $7,009.03 per lot) $28,036.14 Street Reconstruction City Cost $52,067.11 Water Service Replacement ( 2 lots @ $1800 per lot) $3600 Total Project costs $80,103.25 PROPOSED SCHEDULE March 3, 2015 Feasibility Study March 3, 2015 Public Hearing/ Order Improvement March 17, 2015 ..Approve plans/ Order Advertisement for Bids May -September- 2015 Construction October 2015 Assessment Hearing RECOMMENDATION Since the project is technically and financially feasible, it is recommended that Council approve the feasibility report for the Stillwater Oak Park Heights Street Project 2014 Street Improvement Project (Project 2014-03) and order a public hearing to be held on March 17th, 2015 at 7:00PM. ACTION REQUIRED If Council concurs with the recommendation they should pass a motion adopting Resolution No. 2015- , RESOLUTION RECEIVING REPORT AND CALLING HEARING ON STILLWATER OAK PARK HEIGHTS STREET PROJECT-ORLEANS STREET (PROJECT 2014-03a). RESOLUTION RECEIVING REPORT AND CALLING HEARING ON STILLWATER OAK PARK HEIGHTS STREET PROJECT-ORLEANS STREET (PROJECT 2014-03a) WHEREAS, pursuant to resolution of the Council adopted December 3, 2013 a report has been prepared by the City Engineer with reference to the Stillwater Oak Park Heights Street Project; and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF STILLWATER, MINNESOTA: 1. The Council will consider the improvement of such street improvements in accordance with the report and the assessment of abutting property for a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvement of $83,903 2. A public hearing shall be held on such proposed improvement on the 17th day of March 2015, at the Stillwater City Hall Council Chambers at 7:00 p.m., or as soon as possible thereafter, and the clerk shall give mailed and published notice of such hearing and improvement as required by law. Adopted by the City Council of the City of Stillwater this 3rd day of March 2015. ATTEST: Diane F. Ward, City Clerk Ted Kozlowski, Mayor Stillwater/Oak Park Heights Street Project 2014-03 B *GI ■ ■ NS STREET 14728 6206 Legend /0d COS_Mun_Boundary Assessed Properties 2014-03_Parcels • Water sevices to be replaced R. ETal ohaiNIZEM 1 14810. 14800 1340 1346 ®Ul 62ND STREET NORTH 60TH STREF NORTH X 0 UPP R 61ST w STREET ti NORTH 9Y 111111111110 z 11il11111a i 64TH STREET NORTH 'UPPER 63RD STREET NORTH ■ STATE HIGHWAY 36 UPPER 61 ST ST N NE city or Fngtneenng Uepnrtrrrent N 1 inch = 545 feet Document Path: T.\2014 PROJECTS\2014-03 stilh4ater-OPH STreat Project\GIS\OPH_Drewingl6.mxd City of Oak Park Heights 14168 Oak Park Blvd. N O Box 2007 6 Oak Park Heights, MN 55082 ® Phone (651) 439-4439 ® Fax (651) 439-0574 February 3rd, 2015 Mayor Ted Kozlowski & City Council Members City of Stillwater CIO: Diane Ward, City Clerk 216 4th Street N. Stillwater, MN 55082 " Sent via email only: dward@ci,stillwater.mn.us **" RE: 2015 Street Reconstruction Areas — Revised Approach Update and Reconsider 65th Street Dear Mayor Kozlowski: As we are aware, we have encountered some difficulties moving forward with the entirety of the Oak Park Heights Street Reconstruction elements where our cities have a shared ownership and/or intertwining jurisdiction. The City of Oak Park Heights does understand the financial difficulties presented to the City of Stillwater and at this time is amenable to moving forward with a revised project for the 2015 Street Reconstruction which will include Paris Ave. south of 62nd Street, 62nd Street and Panama Ave. However, at the request of Stillwater, the Ozark, Osman and 64th Street elements will be eliminated. We thank you for finding capacity to complete these necessary streets. However, we again ask that the City of Stillwater also include 65th Street east of Paris Ave. (Orleans) in this revised approach. Like Panama and Paris Ave. 65th Street does have underground utilities (water) that should be addressed and not completing this area in conjunction with the balance of 2015 project will cause unnecessary expenses for the City. If there is any renewed thought to complete the entirety of the project as initially considered it would be appreciated. Short of that, perhaps at the very least, this 65th Street area could be included in your Improvement Hearings and overall process so as to provide the ability to move forward. In light of the circumstances before us, any advance consideration, direction or approvals for the above elements you may be able to provide would be appreciated. Thank you again for your consideration. Mayor) Iary McCombei 4/, CC: Oak -Park Heights City Council Shawn Sanders, City of Stillwater City of Oak Park Heights 14168 Oak Park Blvd. N • Box 2007 • Oak Park Heights, MN 55082 • Phone (651) 439-4439 • Fax (651) 439-0574 February 25, 2015 TO: Shawn Sanders, Interim City Administrator / Public Works Director FROM: Eric Johnson, City Administrator RE: Street Reconstruction - Options and update We have been informed that our respective Mayors have continued to discuss the matter of street reconstruction and how it may impact both of our Cities. Part of that discussion apparently included an element to allow 65th street to be included within the scope of project but understanding that the City of Stillwater would be expending $20,000 for implementing an assessment upon its properties. Both Mayors have reviewed some concepts on a creative way to split or fund that shortfall. Our council, at the Mayor's request, has considered that OPH incur an additional $10,000.00 in expense for the addition of 65th street to the project if we can offset that cost elsewhere with a return of comparable value from Stillwater. One opportunity considered is that OPH absorb $10,000.00 of additional cost on the project but that Stillwater agrees to provide snowplowing for the North Frontage Road segment (62nd Street) that is within OPH jurisdictional limits for a period of six years. This six year period would commence once that roadway is reconstructed and OPH assumed that responsibility from MNDOT which would not be until 2019. Meaning Stillwater would have these responsibilities from 2019 through 2024. At this time to provide the most flexibility the City has issued the bids for its project and includes 65th Street (as well as all streets including Osman, 64th and Ozark) with the bid award dates being planned in mid -April. Should this matter not be resolved, the City will consider proceeding with its project not including 65th Street. If you have an alternative to this concept please let me know or other thoughts please let me know. One last Item: What is the status of the agreement for Panama, Paris and 62nd Street? This has been supplied to Mr. Magnusson last week or so... Thank you iliwater THE BIRTHPLACE OF MINNESOTA TO: Mayor & City Council FROM: Bill Turnblad, Community Development Director DATE: February 27, 2015 RE: Parking Lot Budget Deficit BACKGROUND The downtown parking lot system has a budget deficit of $25,000 in an average year. In order to cover that shortfall, the Parking Commission recommended to the City Council on February 3, 2015 to convert Municipal Lots 3-11 from "free" lots to pay lots. The City Council agreed with the concept of converting to pay lots, but wanted the Parking Commission to reconsider the rates. On February 13, 2015 the Stillwater Independent Business Association hosted a public meeting at City Hall for the proposed pay lot conversion. On February 19, 2015 the Parking Commission continued that discussion with the public. Based on public testimony, as well as numerous phone calls and emails and personal conversations, the Commission decided to search for a method of covering the budget deficit without increasing the number of downtown pay lots. COMMENTS A recurring theme throughout the public testimony was that many business and property owners stated a preference for covering the deficit amongst themselves rather than passing it on to customers and visitors. Therefore the Parking Commission looked first at raising the monthly fee on business parking passes from $10 to $15 and on downtown residential parking passes from $10 to $20. Incidentally, the $20 downtown residential pass would also be purchased by seasonal residents (and their guests) living in their boats at the downtown marina. This change would generate about $4,700 in additional revenue. Upon re-examining the parking enterprise fund's revenue streams, staff noticed that there would be increased revenues in 2015 (and all subsequent years) related to the business expansion mitigation program. In 2014 the City began sending out invoices to businesses that increased their parking needs and were therefore required to pay a parking impact mitigation fee. Prior to 2014 these businesses paid on an honor system. Most did not pay. So, the City began sending invoices during the second half of 2014. In the future these fees will increase because they will be collected all year around. About $6,100 more can be expected from this revenue source. February 27, 2015 Page 2 These two sources equal about $10,800. That is not enough to cover the $25,000 deficit. So, the Parking Commission looked next at increasing the parking violation fine from $15 to $25, which would likely generate another $16,900. The three sources would account for about $27,700 in additional revenues. This would cover the average annual deficit. RECOMMENDATION The Parking Commission has revised their recommended method of covering operating and capital expenses by: 1. Raising the monthly business parking permit fee from $10 to $15. 2. Raising the monthly downtown residential parking permit fee from $10 to $20. 3. Raising the parking violation fine from $15 to $25. If the City Council concurs with the Parking Commission's revised recommendation, then staff will bring back to the next Council meeting all necessary documents to formalize the decision. bt iliwater H E 6 1 R 1 H P 1 ACE OF MINNESOTA CITY COUNCIL MEETING DATE: APPLICANT: REQUEST: February 26, 2013 CASE NO.: 2015-2B Jesse Hamer, Momentum Design Group, representing SouthMetro Centers V-LLC and BKJ RE, LLC Re -subdivision of the property located at 1240-1570 Frontage Road West ZONING: BPC, Business Park Commercial COMP PLAN: LDR, Low Density Residential REVIEWERS: Community Development Director, Public Works Director PREPARED BY: Abbi Jo Wittman, City Planner BACKGROUND SouthMetro Centers V-LLC owns the property Valley Ridge Mall is located on. Jesse Hamer, representing the property owners, has submitted a request to subdivide the lot into two parcels. Parcel A contains the existing mall and Parcel B would be a 21,781 square feet outlot of the mall. The new lot would contain a new Dairy Queen Grill and Chill. While the Heritage Preservation Commission reviewed the exterior facade for compliance with the West Stillwater Business Park District guidelines, the Commission's review was tabled to the March 2, 2015 meeting. Staff will present a verbal update of the Commission's March meeting. The property also received a Special Use Permit from the Planning Commission for a drivethrough and outdoor eating area on February 11, 2015. EVALUATION OF REQUEST Process City Code Section 32-1, Subd. 4(2) refers to a process whereby a new lot is being created from already platted lots as a "resubdivision". As long as no variances are required, the resubdivision request goes directly to the City Council for approval. Valley Ridge Mall Resubdivision Page 2 Dimensional standards The required and proposed minimum dimensional standards for the re -subdivided properties are summarized below. Parcel A Parcel B Lot size proposed 341,284 sf 21,781 sf Lot size required 21,780 sf 21,780 sf Front setback proposed 70' (at eastern edge) 79' Front setback required 40' 40' Side setback proposed 60' 36' Side setback required 20' 20' Proposed impervious coverage Existing, Non -conforming 79% Maximum impervious coverage 60% 60% Proposed landscaped area Existing, Non -conforming 21% Landscaped area required 20% 20% The existing parcel does not meet the minimum landscaping and maximum impervious coverage amounts. As can be seen, however, the proposed parcel will satisfy all dimensional and lot coverage requirements. Moreover, splitting the DQ site off will not increase any of the existing non -conformities of the Valley Ridge Mall site. Site improvements Improvements supporting urban density already surround the property. The new structure will connect to existing underground electric and gas, located in the Northwestern Avenue right-of-way. Existing cable, water and sewer are located in the West Frontage Road right-of-way. An escrow in an amount determined by the Public Works Director to be sufficient to guarantee restoration of any work in the right-of-way will need to be deposited prior to commencing any utility connection work within the City's road right of way. Assessment and Fees An outstanding 2012 Northwestern Avenue street improvement project assessment balance for the property remains. As 140' of the 400' long parcel will be divided for the new Dairy Queen, 35% of the remaining balance will need to be paid prior to the creation of the new lot. Valley Ridge Mall Resubdivision Page 3 ALTERNATIVES The City Council has several alternatives. A. Approval. If the proposed lot resubdivision is found to be acceptable to the City Council, then a Resolution of Approval has been included in this memo for adoption. Conditions of approval found in the resolution include: 1. An escrow for utility service construction may be required at the Public Works Director's discretion. The amount would be determined by the Public Works Director. If an escrow is required, it must be deposited with the City prior to commencing any utility work within the City's road right of way. 2. A total of 35% of the remaining balance of the 2012 Northwestern Avenue street improvement project assessment shall be paid in full prior to the City's approval of new deeds. 3. A trash enclosure shall be constructed prior to the Dairy Queen receiving a Certificate of Occupancy. 4. If cooperative trash facilities are proposed, an agreement between owners of the Dairy Queen and Valley Ridge Mall shall be submitted to the Community Development Department for review and approval. The agreement shall include a site location plan of the proposed cooperative trash facilities and all enclosure material specifications. 5. All existing and future trash receptacles shall be stored inside the building or in the proposed trash enclosure at all times with the exception of the day of trash collection. 6. Conditions of the HPC issued Design Permit shall be incorporated into the Resolution of Approval by reference. 7. A drainage plan, found acceptable to the City Engineer, shall be submitted and approved prior to the release of the building permit. 8. Plans and the use will need to be approved by the engineering, fire and building officials before the issuance of a building permit. 9. The development plan shall be reviewed by the Middle St. Croix Watershed Management Organization. WMO recommended conditions will be incorporated by reference into this approval. B. Denial. If the Council finds that the resubdivision is not advisable, table the matter for staff to draft a Resolution of Denial for the next Council meeting. C. Table. If the Council prefers more information, table the matter until the next Council meeting. Valley Ridge Mall Resubdivision Page 4 RECOMMENDATION Staff finds the requested resubdivision to be reasonable and recommends approval with the conditions identified in the attached Resolution. ATTACHMENTS Site Location Map Narrative Request Resubdivision Plans Resubdivision Approval Resolution *it i 1 'water Ni... 1990 ± I 2000 t i I '''ftmommionma°861..."....gmk'L The Birthplace of Minnesota LLI ,,....F.- 1-1) LLI II I 1 I 1570 1 1200 ____. _ Site Plan 1240-1570 W. Frontage Rd. NE Valley Ridge Mall Ah. WE 1.c10' s 0 60 120 240 Feet _ .....__,. wEr--FRONTAGE-- 4, A wer. CM,EAM, TIMMr MAI MN . ' -4 ...! OW A ... A . A.A.,,- ,.. r ...:..-- ..• ,,,i. -... • .re . Ur _ . • ,,,, . • ....8 • } Or. 0 e __ • _ _ - a 1 Je 1 rr El rr t S 8 • , , 1 ... • , .., . IMWON 8' Q 9 r. rl 1 -.• - --moms...........i.....•—...=..—...... 'I'. "7: :r"...-,.. _ 1 , , 5899 - 1 1 1 January 2015 Mayor and Council Members, The new ownership group of the Stillwater Dairy Queen want to thank you for your consideration on this exciting project being proposed in Stillwater on a portion of the Valley Ridge mall site. The owners of the Valley Ridge mall would like to create and sell a half -acre parcel of land from the southwest corner of the center's parking lot. The new outlot parcel will in turn be developed into a free-standing Dairy Queen "Grill & Chill" concept. The new outlot parcel will located in the area of the parking lot which has historically been used for a Linder's Flower shop tent in the spring and summers. The application before you is seeking permission for (i) the re -subdivision of the center's underlying land into a new parcel and (ii) a formal request for a Special Use Permit for the inclusion of a drive-thru on the new parcel. The outlot parcel will meet the all of the center's zoning BP-C; be fully independent yet will be integrated with the mall's current access points, traffic patterns and general layout. The proposed site offers a unique cross -use with a shared parking agreement with the Valley Ridge Mall. There will be 29 parking stalls on the site along with capacity for overflow in the adjoining spots if needed during the busiest days of the year. The free-standing Dairy Queen "Grill & Chill" complements the existing tenants in the Mall. The improvements on the new parcel will be a new, free-standing 2,600 square foot restaurant with both inside and outside seating and a drive-thru. The current Dairy Queen location on Main Street lacks the easy parking and drive thru that make a DQ sustainable and thriving business. As a new ownership group, we are excited to continue the long history of Dairy Queen being in the Stillwater area and serving the community. Sincerely, Bill Kulesa, Owner Jon Whitcomb, Owner Kriss Novak, Owner DEVELOPER NORTHWESTERN NOT TO SCALE • %riff -fir .♦ L • .. ONE WAY I r-s-ti L ONE WAY m■, s EXIT ONLY Di2IVE `•7HR.0 (Dop0005 EXIT ONLY 4 4• 4a . 4 4- L r 4 'd 4•a L-= °=s4__�Ja d n 4 r r/-7-7 7 7-1 / / / / / A / / / / II IL1—L LJ_L f} V(""' -) L I— I FRONTAGE ROAD WEST J DAIRY QUEEN VALLEY RIDGE MALL STILLWATER - MINNESOTA PRELIMINARY SUBMITTAL JANUARY 16, 2015 LOCATION MAP DELLWOOD RD MCKUSICK RD N 80TH ST N 15 75TH ST N MANNING AVE N 12 w z 6 N 1S SN3M0 STILLWATER M YSTLEST�V I/ OLIVE ST W z 0) z_ N z I 1) I- 0 z ■ SITE J I z GREELEY ST S 66 O NOT TO SCALE PROJECT CONTACTS OWNER/ DEVELOPER TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 KRISS NOVAK T (952) 843-1210 F (952) 843-6160 CIVIL ENGINEER ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 STEVE JOHNSTON, PE T (612) 260-7982 F (612) 260-7990 LANDSCAPE ARCHITECT ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 PILAR SARAITHONG, RLA T (612) 260-7980 F (612) 260-7990 ARCHITECT MOMENTUM DESIGN GROUP 2395 UNIVERSITY AVE W SUITE 206 MINNEAPOLIS, MN 55114 JESSE HAMER T (612) 859-5833 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 6750 STILLWATER BLVD. N. SUITE 1 STILLWATER, MN 55082 DAN THURMES, LS T (651) 275-8969 F (651) 275-8976 ECONOMIC DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 BILL TURNBLAD T (651) 430-8821 F (651) 430-8810 CITY ENGINEER/ DIRECTOR OF PUBLIC WORKS CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 SHAWN SANDERS, PE T (651) 430-8830 F (651) 430-8810 WATERSHED DISTRICT MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 455 HAYWARD AVE. N OAKDALE MN, 55128 MIKE ISENSEE T (651) 330-8220 F (651) 330-7747 ELECTRIC XCEL ENERGY T (651) 779-3169 TELEPHONE QWEST FIELD ENGINEER T (651) 714-7529 NATURAL GAS XCEL ENERGY T (651) 779-3506 LEGAL DISCRIPTION That part of Lot 1, Block 4, Stillwater Industrial Park, according to the recorded plat thereof, Washington County, Minnesota described as follows: BEGINNING at the southwest corner of said Lot 1; thence on an assumed bearing of North 00 degrees 16 minutes 31 seconds West along the west line of said Lot 1 a distance of 140.74 feet; thence South 88 degrees 49 minutes 01 seconds East parallel with the south line of said Lot 1 a distance of 156.57 feet; thence South 01 degrees 09 minutes 40 seconds West a distance of 140.69 feet to the south line of said Lot 1; thence North 88 degrees 49 minutes 01 seconds West along said south line a distance of 153.05 feet to the point of BEGINNING. BENCHMARKS ELEVATIONS BASED ON A LOCAL SITE VERTICAL DATUM. LOCAL SITE BENCHMARKS SHOWN ON SURVEY. (NAVD 88) SURVEY NOTES 1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORS OFFICE. (NAD83) 2. UTILITIES SHOWN PER VISUAL INSPECTION OF SITE. 3. THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 4. A NEW GOPHER STATE ONE CALL TICKET SHOULD BE PLACED PRIOR TO THE BEGINNING OF CONSTRUCTION ACTIVITIES. SHEET INDEX C0.1 C1.1 C1.2 C2.2 C3.1 C4.1 C4.2 L2.1 COVER SHEET EXISTING CONDITIONS DEMOLITION PLAN SITE PLAN GRADING PLAN & EROSION CONTROL PLAN UTILITY PLAN UTILITY DETAILS LANDSCAPE PLAN TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 P 952-843-1210 F 952-843-6160 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com PROJECT NO. WIT15001 ,- - X / I / \ /- - r a / I I / I / / l T EX. CB RIM=g42.6. 15" RCP (PER PLAN) / -NORTH R.O.W. LINE PER MNDOT RIGHT OF WAY MAP NO. 82-117 Xg438 943.5 66 7 6 x z LlJ z LJ.J F- LU 2 O z 66 V V V V V V V x 943.9 Vr 0 O cn VO X 943.6 V 0,44 943.3 943.0 EX. CB RIM=0142.8-\ EX. SMH > 943. 944.2 44.7 RIM=g43.3• Ii INV=g21.5 CB RIM=g42.01 1 '�I I 8" DIP (PER PLAN) ---SOUTHWEST CORNER OF LOT I, BLOCK 4, STILLWATER INDUSTRIAL PARK 944.9 X 944.4 �N a 944.0 TX 943.4 2C 943.2 X 942.4 _ [PROJECT BM #1 1 I ,/ ILTOP PK NAIL=g43.20O I r- 42, • BITUMINOUS °r- SURFACE X 944.0 F- �o ~ < 943.9 w 61.0 -x O � � m GAS 943.6 3<9 7 942.7 427 x 943.4 9� 9 X 943.6 rnv� cn X 943.8 6 UE I ; \ I rn X 943.6 a o� UG U v a 91 43.1 X 942.9 942.7 -X 942.4 -X 942.4 -K 942.3 -X 942.3 X 942.2 942.5 trtqc\ UT 6" YEUWLOC. / (PER PLAN)--/ 942.9 N 0 9�. BITUMINOUS SURFACE X 942.4 X 942.5 942.0 X 941.9 BITUMINOUS SURFACE X 941_9 941.9 UE qA\ X g43.4 X 942.2 X 942.7 A A -4 7- I EX- CB RIM=c142.2 INV=0138.g X 942.5 I 1 1 X 942.4 X 942.4 X 942.1 X 941.9 X 941.8 S88°49'01 "E ---156.57--- -4 1 X 941.7 I 7 1 1 4- 1 1 1 9- X 941.7 X 941.6 UE UT X 941.6 X 941.4 941.2 X 941.1 X 941.3 X 941.7 X 941.2 BITUMINOUS SURFACE X 941.4 r X 941.7 941.6 UG- U5--- X 941.8 TP X 941.6 UG X 941.7 X 942.5 X 942.4 X 942.6 BITUMINOUS SURFACE X 942.1 X942.4 X 942.2 942.5 4 4 a 4 a 4 Al 9, ▪ 0 a 4 ° 4 o X 942.6 to 9Q 9 0- s X 942.1 I A / A / / / I 1/I/ / I X 941.2 X 941.0 X 941. 941.3 X 940.9 1 15" RCP (PER PLAN) 7 6 X 941.1 X 940.8 1 7- .9 / • 9 4 CONCRETE WALK ° a ° ° a ° x 941.5 X 942.0 ° a 4 BITUMINOUS SURFACE J EXISTING BUILDING 9 ° a ° 0142 A / IN/ /r/ / l / /-1 / I l X 9409 X 940.6 ° 4 Q '9 °a --- X 941.5 1-Ti, / I FA' / 1 /- / kI BITUMINOUS SURFACE OX 940.6 I T 1 9_4_0 4 1 r q40 X 740.8 X 940.5 -__ [PROJECT BM #2 [TOP PK NAIL=g40.g2i X 940.7 9416 611 WYE LOC / X(PER PLAN)-, i T UG�•I941.4 12" DIP '(PER PLAN) I - ,7 ,77 943 ---899.86--> N88°49'01 "W FRONTAGE ROAD WEST BITUMINOUS SURFACE c43 X 943.2 X 6141.3 X 941.3 X 942.9 R'0 X 942.9 r• /1// AI/ / �/ /-1 7- ^/ /1// 94I It / 942 A A r' / / / X 940.5 X 941.4 // I STILLWATER INDUSTRIAL PARK > , a 'S ° a ° 4 CONCRETE1 WAIsK 4 o a ° ° a ° a 4 Ia ° L4 4 a a ° CANOPY ° 4 4 I 4' J -7 rz-r7-I 941 �////// /////; I / / / / / / I I/ r X-I 6- I (7r V '-,) % 7-/-7- /1 1 / / / / / / I / 1 4.14LJ BITUMINOUS SURFACE 6- -_---WEST LINE OF LOT I, BLOCK 4, STILLWATER INDUSTRIAL PARK X 940.4 - X 942.6 X 942.5 / I/I//I y -SOUTH LINE OF LOT I, BLOCK 4, I > > > 4 / ,NORTH R.O.W. LINE PER MNDOT RIGHT OF WAY MAP NO.182-117 LEGEND 0 SET IRON PIPE MARKED WITH MN LICENSE NO. 25718 TP TELEPHONE PEDISTAL X:X LIGHT POLE re STORM CATCH BASIN 0 SANITARY MANHOLE ix WATER VALVE HANDICAP STALL 4 941.5 UE UT UC A 4 44 UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND GAS SANITARY SEWER STORM SEWER CURB [TYPICAL] CONTOURS X 542,1 SPOT ELEVATION 230 EXISITNG LEGAL DESCRIPTION:(OVERALL MALL)) Lots 1, 2 and 3, Block 4, Stillwater Industrial Park, according to the recorded plat thereof, Washington County, Minnesota. That part of Tract A described below: Tract A The South Half of the Southeast Quarter of Section 32, Township 30 North, Range 20 West, Washington County, Minnesota; excepting there from the East 10 acres thereof and except lands conveyed to School District No. 1, Town of Stillwater and District No. 8, Washington County; Which lies between two lines run parallel with and distant 105 feet and 125 feet Northerly of Line 1 described below: Line 1 From a point on the East line of Section 33, Township 30 North, Range 20 West, distance 127.76 feet North of the Southeast corner thereof, run Westerly at an angle of 89 degrees 30 minutes from said East section line (measured from North to West) for 5278.1 feet; thence deflect to eh right at an angle of 00 degrees 35 minutes for 469.3 feet to the point of beginning of Line 1 to be described; thence continue Westerly along the last described course for 320 feet and there terminating. Washington County, Minnesota Abstract Property. PROPOSED LEGAL DESCRIPTION DAIRY QUEEN PARCEL: That part of Lot 1, Block 4, Stillwater Industrial Park, according to the recorded plat thereof, Washington County, Minnesota described as follows: BEGINNING at the southwest corner of said Lot 1; thence on an assumed bearing of North 00 degrees 16 minutes 31 seconds West along the west line of said Lot 1 a distance of 140.74 feet; thence South 88 degrees 49 minutes 01 seconds East parallel with the south line of said Lot 1 a distance of 156.57 feet; thence South 01 degrees 09 minutes 40 seconds West a distance of 140.69 feet to the south line of said Lot 1; thence North 88 degrees 49 minutes 01 seconds West along said south line a distance of 153.05 feet to the point of BEGINNING. AREA: TOTAL AREA OF DAIRY QUEEN PARCEL = 0.50 ACRES TITLE NOTES: . NO TITLE WORK WAS PROVIDED FOR THIS SURVEY. BENCHMARKS ELEVATIONS BASED ON A LOCAL SITE VERTICAL DATUM. LOCAL SITE BENCHMARKS SHOWN ON SURVEY. (NAVD 88) SURVEY NOTES: BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORS OFFICE. (NAD83) 2. UTILITIES SHOWN PER VISUAL INSPECTION OF SITE. 3. THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 4. A NEW GOPHER STATE ONE CALL TICKET SHOULD BE PLACED PRIOR TO THE BEGINNING OF CONSTRUCTION ACTIVITIES. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 NORTH 0 20 40 DAIRY QUEEN VALLEY RIDGE MALL STILLWATER, MN CONTACT: KRISS NOVAK TRUE NORTH INVESTMENTS 6001 SHADY OAK ROAD SUITE 210 MINNETONKA, MN 55343 952-843-1210 JON WHITCOMB METRO EAST COMMERCIAL 651-351-5005 COUNTY/CITY: VICINITY MAP "HI (NOT TO SCALE) WEST FRONTAGE RD TRUNK HIGHWAY NO. 36 CITY OF STILLWATER, WASHINGTON COUNTY, MINNESOTA REVISIONS: DATE REVISION 01-12-15 INITIAL ISSUE CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and thatlam a duly Licensed Land Surveyor under the laws of the state of Minnesota. 01-12-15 Date: PROJECT LOCATION: S GO FRONTAGE RD W Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILE NAME PROJECT NO. SURVJW42 PARCEL SPLIT EXISTING CONDITIONS 943 8 943.5 X 94 V V V 4 V 0$ / 9AA\' 43.0 / 9Gt 943.5 � I • O O X 943.9 V X 943.6 V 943.3 943.0 \ • 94310 1 944.2 944.7 li944.9 rn X 944.4 , , 944.0 943.9 GAS ye 943.6 944.1 X/ X 944. 7C 943.4 X 942.4 X 942.7 T X 942.5 X 942.4 �9�25 X 942.4 X 942.4 942..4. /........ . s REMOVE PLANTING BEDS r.. & SALVAGE STEEL EDGING ........................................ 942..-7 REMOVEECONCRETE ./.. x 94).:9. CURB & GUTTER 1II.........:• ... . ........... .................. -- 7-C942,,3'.'.'.'..'.'I,'.'.'.' I I 942.2 I X 942.1 - X 941.9 N N ...................... ......................... X 941.6 X 943.4 \ g S2.gk , 0,"D X943.8 UT \\ 1 UE • 9 teary ; II 9�F% -�UE �21 // UT • ate' rn �� on RMOVE PLANTING BEDS s 0Y`ti & SALVAGE STEEL EDGING UT X 941.8 ...........• .... X 942.6 X 942.5 X 942.4 a' 9F 2 X 942.4 X 942.2 X 942.1 942.5 X.941,0 .j.. X.9 / ..41 6 • I••..•I• P2OTEGTi.UNDER'GROUN[?_ I... ' ...1• U ITI, LITIESL&, BOXS'.'. . .f aI •.... UE X941.4 I I T - 941.9 on X 941.8 L J X 941.6 X942.9 PROTECT EXISTING - X941-7 X 943.6 0) X 940:9 . • a .0 X 942.1 ............... 941.0'....'. RRR 'M'OVE PLANTING BEDS & SALVAGE. STEEL EDGING . { . . X 941.6 X 940.5 X940.5 I I I I I I I I I EXISTING PLANTING BED r / I- -� X 9A1.4 \0 X 941.3 _ �n �n X 941.4 I / GARDEN &PLANES -- -- -- ----- x 941.3 '--___ X 940.4 _S43 0 - - , .t 9 • 1 Y� X 942.0 +G X 941.5 - - -t X 940.9 SAW CUT & REMOVE BITUMINOUS APPROXIMATE CONSTRUCTION LIMITS X 940.6 0 O 940.6 40.7 PFOTECT -X 941.5 941.5 �o FRONTAGE ROAD WEST X 943.4 cp X 943.2 N --- 899. 86 --> N88°49'01"W X 942.9 X 942.6 X 942.9 X 942.5 Know what's below. Call before you dig. 20 60 SCALE IN FEET NOTES 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY PROVIDED BY CORNERSTONE LAND SURVEYING INC., STILLWATER, MINNESOTA ON JANUARY 9, 2015, EXPRESSLY FOR THIS PROJECT. DEMOLITION NOTES 1. ALL REQUIRED PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 2. CONSTRUCTION ENTRANCE AND SILT FENCE (SHEET C3.1) SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF -SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING 3. THE LOCATIONS, SIZES AND TYPES OF ALL EXISTING UTILITIES, SUCH AS WATERMAINS, SEWERS, ETC. AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK BEING DONE. CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICE PRIOR TO COMMENCEMENT OF WORK. 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE. REMOVE EXISTING MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR TO PERFORM PREDEMOLITION HAZARDOUS MATERIALS INVENTORY BEFORE BUILDING DEMOLITION. 5. PROTECT ALL STRUCTURES NOT LABELED FOR DEMOLITION FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. REPAIR ANY DAMAGED STRUCTURES THAT ARE TO REMAIN TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. 6. BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 7. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. 8. COORDINATE ALL UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANIES. PROVIDE UNINTERRUPTED SERVICE TO ALL NEIGHBORING BUILDINGS. LEGEND EXISTING UE UT UG SET IRON PIPE MARKED WITH MN LICENSE NO. 25718 TELEPHONE PEDISTAL LIGHT POLE STORM CATCH BASIN SANITARY MANHOLE WATER VALVE HANDICAP STALL UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND GAS SANITARY SEWER STORM SEWER CURB [TYPICAL] -940 CONTOURS SPOT ELEVATION PROPOSED REMOVE BITUMINOUS X REMOVE CURB & GUTTER SEE SHEET C3.1 FOR EROSION CONTROL FENCE DEVELOPER TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 P 952-843-1210 F 952-843-6160 PROJECT DAIRY QUEEN VALLEY RIDGE MALL STILLWATER, MINNESOTA ISSUE PRELIMNARY SUBMITTAL ISSUE INDEX DATE SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.2 DEMOLITION PLAN C2.1 SITE PAN C3.1 GRADING 8c EROSION CONTROL NOTES C4.1 UTILITY PLAN C4.2 UTILITY DETAILS L2.1 LANDSCAPE PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct ik supervision, and tIVEN a duly Licensed Pro61: Nal inee Mier A. Stephen M. Johnston DATE SHEET C102WIT01.DWG DEMOLITION PLAN C1.2 PROJECT NO NORTHWESTERN r L 10' PARKING SETBACK GAS 10.7' d MEET & MATCH EXISTING CURB & GUTTER moll Nom' ENTER SIGN 24' MINION 10111111111 DETECTABLE WARNING PAVERS BITUMINOUS SURFACE 7 1 s w _ DO NOT ENTER/ THANK YOU SIGN DRIVE THRU WINDOW 2,600 SF. FFE 943.20 CONSTRUCTION LIMITS NEM DO NOT ENTER/ THANK YOU SIGN TRASH ENCLOSURE ACCESSIBLE SIGNAGE 40' BUILDING SETBACK ONE WAY L'. EXISTING 13 R'IN GARDEN L B612 CURB & GUTTER (TYP) ONE WAY COOLER 464 SF. 10' PARKNG SETBACK FRONTAGE ROAD WEST MILL 1/2 THICKNESS OF 7/--EXISTING PAVEMENT 2' NEW PAVEMENT TACK COAT ALL EDGES J / • '` SAW CUT NOTES / WEAR COURSE `Nc BASE COURSE CLASS 5 GRAVEL SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE BASE MATERIAL TO ACCOMMODATE NEW PAVEMENT. n BITUMINOUS INTERLOK AT MATCH LINE NO SCALE EXIT ONLY DRIVE THRU SIGN i I I "dip,.. I (0 I BITUMINOUS INTERLOCK AT MATCH LINE T �25 I DO NOT ENTER/ ITHANK YOU SIGN I 4- 1- L F- PYLON SIGN SEE ARCHITECTUI* PLAN MEET & MATCH EXISTING CURB & GUTTER J H RAIN GARDEN 48" MIN. 60" MAX. 20' 20 60 goo PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION STANDARD 12"X18" HC. SIGN STYLE USDOT R7-8m WHITE ON BLUE 2"X 12" STEEL POST EXTENDED INTO CONCRETE FILLED 6" DIA. PIPE r FINISHED GRADE SET 2"X12" STEEL POST INTO MINIMUM 8" DIA.X18" CONCRETE PIER BELOW FROST LINE AT 4' MINIMUM ACCESSIBILITY SIGNAGE NO SCALE SCALE IN FEET BITUMINOUS SURFACE CURB TRANS;TION PROJECT SUMMARY ZONING: BPC - BUSINESS PARK: REQUIREMENT BUILDING SETBACKS 40' FRONT 20' SIDE PARKING SETBACKS 10' COMMERCIAL PROPOSED 78' 36' 10' AREA SUMMARY SITE 21,781 SF. (0.5 AC.) EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS BUILDING & TRASH PAVEMENT (PARKING & WALK) PROPOSED PERVIOUS 17,354 SF. (80%) 17,236 SF. (79%) 3,255 SF. (15%) 13,981 SF. (64%) 4,545 SF. (21%) PARKING SUMMARY PROPOSED PARKING 2-8'X18' ACCESSIBLE STALLS 25-9'X18' STALLS 2-9'X18' STACKING STALLS LEGEND 2' MIN. PERVIOUS AREA BITUMINOUS PAVEMENT CONCRETE PAVEMENT APPROXIMATE CONSTRUCTION LIMITS 12"x12" TRUNCATED DOME PAVERS W/ SEALED GROUT JOINTS r) a / / / / ACCESSIBILITY CURB RAMP NO SCALE a SITE PLAN NOTES 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY PROVIDED BY CORNERSTONE LAND SURVEYING INC., STILLWATER, MINNESOTA ON JANUARY 9, 2015, EXPRESSLY FOR THIS PROJECT. 2. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF BUILDING AND FACE OF CURB, UNLESS NOTED OTHERWISE. 3. ON -SITE CURB TO BE B612 CONCRETE CURB & GUTTER. 4. ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE HIGHWAY WHITE STRIPING. ACCESSIBLE SYMBOLS TO BE PAINTED IN WHITE AND ACCESSIBLE ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLES TO STALL, WITH 'NO PARKING' MARKED. 5. MAXIMUM CROSS SLOPE 1.9%. ON ALL WALKS. 6. CONCRETE PATIO TO BE BROOM FINISHED CONCRETE WITH TOOLED JOINTS 8' EACH WAY. AT ALL TRENCHES 2#4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH. 2#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10 FEET IN LENGTH. CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC. 2531.3C. (10' SPACING) CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP. SLOPE 3 4" PER F B612 CONCRETE CURB & GUTTER NO SCALE DEVELOPER TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 P 952-843-1210 F 952-843-6160 PROJECT DAIRY QUEEN VALLEY RIDGE MALL STILLWATER, MINNESOTA ISSUE PRELIMNARY SUBMITTAL 01/16/15 ISSUE INDEX DATE SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.2 DEMOLITION PLAN C2.1 SITE PAN C3.1 GRADING & EROSION CONTROL NOTES C4.1 UTILITY PLAN C4.2 UTILITY DETAILS L2.1 LANDSCAPE PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or and r my direct supervision, and t♦ti a duly Licensed Pro o I inee weer Q1► th the Iaws�tate e:'11 t.• A S��v ` CON Stephen M. Johnston DATE REGISTRATION NO. 18914 01 /16/15 SHEET C201 WITOI.DWG SITE PLAN C2.1 PROJECT NO. WIT15001 943 8 1 943.5 43) X 944.4 X 943.9 944.2 X 944.7 DC 944.9 9°` IQ I. DEPRESS ALLOW / 943.5 943.3 W I- W I- O X 943.6 943.0 z ,0 \ 9430 \ F X co s X 943.4 X 943.2 / - I \ m c. / rn 1 a I rn rn / I / X 944.4 MEET & MATCH EXIS CURB & GUTTER / - .' ' ' 4.0 9 43. 1 942.9 �IG somi`b N3� v.3v4442.7 A3,35 - - 2.75 ',Co I w 9R• 9g3' X 942.4 CURB TO 69k, 2... 3.00 DRAINAGE 2.74rrr 2.12. 2.60 944.1 X( 53, 0 944.0 �X 943 GAS 4. w 943. 944.0 1.96 - 9tr a 2.60 2.7 X 942.4 W M 2.40 2.45% ( 942.5 / 2.65 70 co X 942.7 7 1 X 942.5 X 942.4 �9425 X 942.4 X 942.4 / X 941.9 /■ / 2.50 X 941.8 N X 942.1 X 942.5 X 942.4 1.60 X 941.7 0.5% 1.50 X 942.6 X 942.4 X 942.2 942.5 O rn 0 942.6 ,,---- __ X1 X 942.__----------- X 942.0---------2- 9" 1.43 1.5% 1.17 I 1.65 1,654 2.30 2. X 941.6 2.70 3.1% a2.60 2.1% 1.86 2.30 X 943.4 X 94 2.30 h X 942.0 942.4 // DQ 2,600 SF. I X 941.9 FFE 943.20 9N\� y • 3 20 7f-. J.40' a . 2.30 X 942.3 \42�9`.9 k ) X 942.5 3 9�� / + / X 943.5 1.63 O cV 1 1 0 X x 94111 2.79 X 941.7 K X 941.6 X 941.2 d X 941.4 X 941.1 94.3�.° 1:3 BITUMINOUS SURFACE 941.6 DEPRESS CURB 0 AL OW DR INAGE 1 0 145° 942 .43.2 1.32 1.65 7.6 0 942 16 2.55 2.9% 2 X 941.0 COOLEIk 464 SF. '`g 2.45 3.12 3.1O d 2.83 X 941.2 5O 3.33\ 941 6b 1. 4 e / 2 4 9 0 0% .4i 94 1.92 5. 1.bg• 2 2.09 4• ) ▪ , •1,89 0 X 941.3 DEPRESS CURB 0 ALLOW D AINAGE RIP RAP 1.14 X /41. X 941 0.90 X 940.8 8 1.36 +9 I.6& 1.50 \\ 1.6 1.80 1.50 947. 0 k \ 1.36 1.13 \ B 1.28 rn .00 li 9 + A� /i 2+ // 0 90 X 941.5 APPROXIMATE CONSTRUCTION 40.7 941.8 97 943/ \ ` 1 X 941.6 --� 1`.9 +� N. , 941 X 942.9----_____ X 941_7 943.4 43. FRONTAGE ROAD WEST X 941. X 940.6 X 940.6 -4 LIMITS 4- X 940.5 BIO LOGS (TYP) I MEET & MATCH EXISTING CURB & GUTTER SILT FENCE 941.3 RAIN GARDEN DEPRESS CURB TO - CREATE BY-PASS Nsv X 942.9 941.5 X 942.6 • Know what's below. 20 60 Call before you die I E IN FEET STAKE RUNOFF FLOW 2"X2"X16" LONG WOODEN STAKES AT 12" SPACING. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE FILTER LOG AT AN ANGLE OF 45d WITH THE TOP OF THE STAKE POINTING UPSTREAM. \nr° \r° 12" BIO ROLL SEDIMENT CONTROL LOG BIO LOGS GRADING NOTES 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY PROVIDED BY CORNERSTONE LAND SURVEYING INC., STILLWATER, MINNESOTA ON JANUARY 9, 2015, EXPRESSLY FOR THIS PROJECT. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. ALL UNDOCUMENTED FILL, AND TOPSOIL SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOIL AT THE BASE OF FOOTINGS SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). 4. ON -SITE NON -ORGANIC SAND IS GENERALLY SUITABLE FOR STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN -PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. TYPE OF CONSTRUCTION COMPACTION CRITERIA (% RESPECTIVE PROCTOR) ENGINEERED FILL (GREEN SPACE) ENGINEERED FILL BELOW FOUNDATIONS ENGINEERED FILL BELOW FLOOR SLABS ENGINEERED FILL PLACED AS PAVEMENT AGGREGATE BASE ENGINEERED FILL PLACED MORE THAN 3 FEET BELOW PAVEMENT AGGREGATE BASE ENGINEERED FILL PLACED IN UPPER 3 FEET BELOW PAVEMENT AGGREGATE BASE UTILITY TRENCHES 95 98 98 100 100 100 100 5. SIDEWALLS SHALL BE BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS AND STABILITY FOR ENGINEERED FILL PLACEMENT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE -COMPETENT INDIVIDUAL" AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA). IF SOIL CORRECTION IS REQUIRED IT SHALL EXTEND 3 FEET OUTSIDE OF THE PAVEMENT OR BUILDING LIMITS PLUS ONE FOOT HORIZONTAL FOR EVERY VERTICAL FOOT OF CORRECTION. 6. THE CONTRACTOR SHALL PROTECT THE SUBGRADE FROM INCLEMENT WEATHER TO MAINTAIN STABILITY. FOLLOWING REMOVAL OF TOPSOIL, PAVEMENT, AND ANY UNSUITABLE SOILS, THE RESULTING SUBGRADE SHOULD BE SCARIFIED AND RE -COMPACTED TO A DEPTH OF 12 INCHES. A PROOFROLL TEST SHOULD THEN BE PERFORMED TO DETERMINE SOFT OR UNSTABLE SUBGRADE AREAS. IF RUTTING OR LOCALIZED UNSTABLE SUBGRADE AREAS ARE OBSERVED, THOSE AREAS SHOULD BE SUBCUT, MOISTURE -CONDITIONED, AND RE -COMPACTED OR REMOVED TO A STABLE DEPTH. THE PROOF ROLL SHOULD BE PERFORMED WITH A TANDEM AXLE DUMP TRUCK LOADED TO GROSS CAPACITY (AT LEAST 20 TONS). ACCEPTANCE CRITERIA OF THE PROOF ROLL SHALL BE LIMITED TO RUT FORMATION NO MORE THAN ONE INCH (1) DEPTH (FRONT OR REAR AXLES) AND NO PUMPING (ROLLING) OBSERVED DURING THE VISUAL INSPECTION. PROOF ROLL TESTS SHOULD BE OBSERVED BY AN EXPERIENCED TECHNICIAN OR ENGINEER PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE TO VERIFY THE SUBGRADE WILL PROVIDE ADEQUATE PAVEMENT SUPPORT. 7. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2-INCH CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET C4.1 FOR ACTUAL RIM ELEVATIONS. 8. PAVING (SUBJECT TO REVISION FOLLOWING RECEIPT OF GEOTECHNICAL REPORT.) BITUMINOUS PAVEMENT 1.5" BITUMINOUS WEAR (MNDOT 2360 TYPE 9.5 WEARING COURSE MIXTURE (2,B) SPWEA240B) TACK COAT (MNDOT 2357) 2.5" BITUMINOUS BASE (MNDOT 2360 TYPE 12.5 NON -WEARING COURSE MIXTURE (2,B) SPNWB230B) 8" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7) COMPACTED GRANULAR SUBGRADE CONCRETE PAVEMENT 8.0" CONCRETE 6" AGGREGATE BASE COMPACTED SUBGRADE CONCRETE WALKWAYS 4.0" CONCRETE WALK 6" AGGREGATE BASE COMPACTED SUBGRADE NOTE: BITUMINOUS PAVEMENTS SHALL BE COMPACTED TO 92% OF THE MAXIMUM THEORETICAL DENSITY. RUNOFF FLOW EROSION CONTROL NOTES 1 FOLLOW ALL LOCAL, COUNTY, WATERSHED, AND STATE REQUIREMENTS COVERING STORMWATER COMPLIANCE. 2. INSTALL SILT FENCE, BIO LOGS, AND ROCK CONSTRUCTION ENTRANCE PRIOR TO COMMENCING GRADING ACTIVITIES. 3. INSPECTIONS SHALL BE CONDUCTED BY THE CONTRACTOR ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 4. AS CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN / INSTALL SILT FENCE, ROCK ENTRANCES, CATCH BASIN PROTECTION AND DITCH CHECKS AS SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. 5. ADJACENT STREETS TO BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY OR MORE OFTEN AS NEEDED. 6. THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. POLLUTION CONTROL MEASURES CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION SHALL BE COLLECTED AND REMOVED ACCORDING TO TO ALL LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID WASTE MANAGEMENT COMPANY. THE CONTRACTOR SHALL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. 2. HAZARDOUS WASTE - ALL HAZARDOUS MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN NECESSARY, HAZARDOUS WASTES SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE MANUFACTURER. 3. SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS BY LOCAL, LICENSED WATER MANAGEMENT COMPANY AS REQUIRED BY LOCAL REGULATION. 4. OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE SHALL BE SWEPT/SCAPED ON AN AS -NEEDED BASIS OR AS DETERMINED BY THE CITY OF EDINA. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND, TOPSOIL, ETC.) TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN. 5. VEHICLE AND EQUIPMENT CLEANING - CONSTRUCTION AND PERSONAL VEHICLES SHALL NOT BE WASHED ON SITE. CONCRETE DRUMS AND CONSTRUCTION EQUIPMENT SHALL ONLY BE WASHED IN DESIGNATED AREAS WHICH ARE LOCATED A MINIMUM OF 50' FROM DITCHES, PONDS OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY. 6. SPILL PREVENTION AND CONTROL - ALL VEHICLES SHALL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT BE ALLOWED ON -SITE. SPILL KITS SHALL BE STORED ON -SITE AND ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS SHALL BE HAULED OFF -SITE AND PROPERLY DISPOSED OF IMMEDIATELY AFTER THE SPILL IS CLEANED UP. LEGEND CONCRETE PAVEMENT APPROXIMATE CONSTRUCTION LIMITS BIO LOGS FILTER FABRIC (MIRAFI-ENVIRO FENCE OR APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE BACKFILL 6" x 6" TRENCH UNDISTURBED SOIL 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK 4. SPACE WOOD POSTS UP TO 4' APART TO SUPPORT THE FABRIC. 5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. SILT FENCE FILL. DEVELOPER TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 P 952-843-1210 F 952-843-6160 PROJECT DAIRY QUEEN VALLEY RIDGE MALL STILLWATER, MINNESOTA ISSUE PRELIMNARY SUBMITTAL ISSUE INDEX DATE SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.2 DEMOLITION PLAN C2.1 SITE PAN C3.1 GRADING & EROSION CONTROL NOTES C4.1 UTILITY PLAN C4.2 UTILITY DETAILS L2.1 LANDSCAPE PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct ik supervision, and tIV" a duly Licensed Proiyo WI inee er CO Stephen M. Johnston DATE REGISTRATION NO. 18914 01/16/15 SHEET C301WIT01.DWG GRADING PLAN C3.1 NO SCALE NO SCALE PROJECT NO V V V V V CONNECT T EXISTING UNDERGROUN ELECTRIC CONVECT TO EXISTING UVIIDERGROUND GAS W Z W a NORT V V V L Nom swam mom wow as•m; Nowa moo woo TRANSFORMER PAD UE on on 9r, � c CONNECT TOn EXISTIN( UNDERGROUND CABLE VERIFY LOCATION on FRONTAGE ROAD WEST on HYDRANT & GATE VALVE ASSEMBLY APPROXIMATE CONSTRUCTION LIMITS 6" 45d BEND I' J I I I I I 7 94'-4"PVC 02.0% PIPE BEDDING (TYP) � � I I � I SANITARY SEWER RISER i , 1 I -I ( / j) , j fr"/-" 7 7 -/- / / / / / /1 / / / / / / 11 LJ-LJ-L2 CONNECT TO EXISTING 6" WYE APPROXIMATE ELEV 920.95 REDUCE TO 4" AND INSTALL RISER TO 928.5 CONNECT TO EXISTING 12" DIP WATERMAIN WITH TAPPING SLEEVE AND VALVE Know what's below. T 20 60 Call before you dig. SCALE IN FEET - GASH ELEC NOTE: ALL SANITARY SEWER PIPES TO BE AT MININUM 2% SLOPE. INVERT AT BUILDING 935.2 n CLEAN OUT (TYP) 1.5" CO 4" PVC(GRE CTV GREASE TRAP TELE 4" PVC (VENT) 4" PVC (DOMESTIC) UTILITY NOTES 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY PROVIDED BY CORNERSTONE LAND SURVEYING INC., STILLWATER, MINNESOTA ON JANUARY 9, 2015, EXPRESSLY FOR THIS PROJECT. 2. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER. 4. CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSURE ADJACENT PROPERTY IS NOT DAMAGED DURING UTILITY INSTALLATION. 5. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 6. UTILITY SERVICE LOCATIONS WITHIN BUILDING ARE SHOWN CORRECT AS OF THE DATE OF THIS PLAN. THE CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARING THIS PLAN WITH THE MECHANICAL PLANS PRIOR TO ANY UTILITY CONSTRUCTION. 7. PIPE MATERIALS: WATERMAIN 6" DIP & 1.5" COPPER SAN SEWER 4" PVC SDR 26 8. ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'S ASSOCIATION OF MINNESOTA, AND CITY OF STILLWATER STANDARD SPECIFICATIONS. 9. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 10. 11. MAINTAIN 7.5' COVER ON ALL NEW WATERMAIN. COORDINATE WITH ELECTRIC CONTRACTOR TO PROVIDE CONDUITS AS NECESSARY FOR SITE LIGHTING. SEE ELECTRICAL PLAN FOR ADDITIONAL SITE ELECTRICAL INFORMATION. 12. THE PRIMARY ELECTRIC, TRANSFORMER, AND METER IS PROVIDED AND INSTALLED BY XCEL ENERGY. THE SECONDARY ELECTRIC SHALL BE INSTALLED FROM MECHANICAL ROOM TO THE TRANSFORMER AND IS THE RESPONSIBILITY OF THE CONTRACTOR. 13. COORDINATE TELEPHONE WITH QWEST TO PROVIDE SERVICE. CONTRACTOR TO PROVIDE A 2" PVC CONDUIT WITH PULL -STRING FROM EXISTING SERVICE TO THE BUILDING. 14. COORDINATE INSTALLATION OF NEW GAS SERVICE WITH XCEL ENERGY AT (651) 779-3506. NEW SERVICE TO BE INSTALLED AFTER THE SLAB/FOUNDATION IS COMPLETED BUT PRIOR TO INSTALLATION OF GRAVEL BASE FOR PARKING LOT. THE GAS METER WILL BE SUPPLIED BY XCEL ENERGY. THE CONTRACTOR IS RESPONSIBLE FOR THE GAS SERVICE FROM THE METER TO THE MECHANICAL ROOM. 15. PROVIDE LANDSCAPE SLEEVE PER IRRIGATION PLAN PREPARED BY LANDSCAPE CONTRACTOR. LANDSCAPE SLEEVE TO BE 4" SCHEDULE 80 PVC IN DRIVE AISLES AND 4" SCHEDULE 40 PVC IN SIDEWALKS, BURIED 24" BELOW GRADE. EXTEND SLEEVES 3' BEYOND THE EDGE CURB OR PAVEMENT. WTR Dip T- CO 0 0 ENLARGED PLAN BOTTOM OF WATERMAIN 933.0 +/- TOP OF SANITARY 931.0 +/- MAINTAIN 18" MINIMUM SEPARATION CO - CLEAN OUT f INV 930.38 1"=10' DEVELOPER TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 P 952-843-1210 F 952-843-6160 PROJECT DAIRY QUEEN VALLEY RIDGE MALL STILLWATER, MINNESOTA ISSUE PRELIMNARY SUBMITTAL 01/16/15 ISSUE INDEX DATE SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.2 DEMOLITION PLAN C2.1 SITE PAN C3.1 GRADING & EROSION CONTROL NOTES C4.1 UTILITY PLAN C4.2 UTILITY DETAILS L2.1 LANDSCAPE PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or and r my direct supervision, and tFcti a duly Licensed Pro o inee weer the IawstQl► thVstate A. �pN Stephen M. Johnston DATE REGISTRATION NO. 18914 01 /16/15 SHEET C401 WITOI.DWG UTILITY PLAN C4.1 PROJECT NO. WIT15001 DEVELOPER GREASE TRAP REQUIRED MAINTENANCE: 1. REMOVE COVER 2. REMOVE GREASE FROM TOP OF SEPARATION CHAMBER 3. REMOVE ANY SOLIDS FROM BOTTOM OF CHAMBER 4. INSPECT INTERCEPTOR AND CLEAN IF NECESSARY 5. MAKE CERTAIN ALL PASSAGES INCLUDING RELIEF ARE CLEAR OF OBSTRUCTIONS 6. CHECK INTEGRITY OF BAFFLES AND MAKE SURE THEY ARE IN PLACE 7. REPLACE COVER 8. TIGHTEN COVER HOLD DOWN BOLTS, SCREWS, OR LATCHES 9. CLEAN GREASE TRAP WEEKLY, IF GREASE TRAP IS MORE THAN 50% FULL, INCREASE FREQUENCY OF CLEANING 10. KEEP A MAINTENANCE LOG LISTING THE FREQUENCY OF CLEANING AND VOLUME OF GREASE LOCKABLE MANHOLE COVER NEENAH R-1926-A OR EQUAL. TRAFFIC -GRADE, WHERE NECESSARY PLAN REMOVABLE WATERTIGHT TOP ON FROST SLEEVE FINISHED GRADE SEE UTILITY PLAN FOR LOCATION INVERT. SUPPLY CONCRETE MANHOLE RISER EXTENSIONS AS REQUIRED INLET MANHOLE 24" 2" 2" 14" _t 6" CLEANOUT/INSPECTION OPENING IN 4" THICK CONCRETE 9„ yl -- 4" INSPECTION RISER WITH FROST SLEEVE FURNISH CAPACITY LABELING ABOVE TANK OUTLET 28" SECTION GREASE TRAP a OUTLET TANK CONSTRUCTION 5" THICK CONCRETE WITH 4" REBAR REINFORCEMENT SET TANK ON MIN. 3" COMPACTED GRANULAR FILL DENSELY COMPACTED FILL MATERIAL 1/4 Bc d /,\//%/ \//\/\//\//\//\//\ \ COMPACTED GRANULAR MATERIAL \\/\\/\\/\\/ THE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL PLACED UP TO A HEIGHT EQUAL TO ONE-HALF THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH OF THE GRANULAR BEDDING BELOW THE PIPE IS A MINIMUM OF 3" FOR 27" DIAMETER AND SMALLER PIPE, 6" FOR 66" DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE INITIAL FILL MATERIAL SHOULD BE DENSELY COM- PACTED UP TO A HEIGHT OF 12" OVER THE TOP OF THE PIPE. C3 CLASS B BEDDING n -NOTES- NO SCALE r- PVC THREADED CAP & PLUG // �/� // PVC RISER �i\\ /\\ PVC BEND / (4, /j j \ \/ \/ \/ \/ \/ \/ \� FLOW 1. EXTEND RISER PIPE ABOVE GROUND LEVEL INITIALLY & CUT BACK TO MATCH FINAL GRADE. 2. POSITION CLEAN -OUTS UPSTREAM OF BENDS 3. CAP TO BE DUCTILE IRON FOR ALL CAPS USED IN DRIVEWAY AND WALKS. CLEAN OUT BURY - SEE SPECS HYDRANT -SEE SPECS. -- FINISHED GRADE STANDPIPE MINIMUM 2 LAYERS TAR PAPER OR POLYETHYLENE 1 CU. YD. CRUSHED ROCK CONCRETE THRUST BLOCK AND BASE 2" CURB & GUTTER /1,c__T____ GATE VALVE BOX TEE 6" GATE VALVE OPEN RIGHT \_6" D.I.P. CONCRETE BLOCK WATERMAIN SIZE VARIES 3/4" TIE RODS (GALVANIZED) HYDRANT (& GATE VALVE) INSTALLATION hiktatll'o THE BIRTHPLAC E OF MINNESOTA HYDRANT DETAIL HYDTL1 DRWG NO. 11m HYDRANT & GATE VALVE NO SCALE LENGTH VARIES TO SUIT DEPTH BENDS AS NECESSARY SEE SERVICE DETAIL. IMBED RISER IN TRENCH WALL. SLOPE VARIES. NOTE: FOR SIZE AND TYPE OF MATERIALS SEE SPECS. 45° BEND WYE BRANCH SANITARY SEWER SERVICE RISER Nvatzo THE BIRTHPLACE OF NIINNESOTS SEWED 3 SE -TAI L WDTL3 DhWG \O. 0 SANITARY SEWER RISER TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 P 952-843-1210 F 952-843-6160 PROJECT DAIRY QUEEN VALLEY RIDGE MALL STI LLWATE R, M I N N ESOTA ISSUE PRELIMNARY SUBMITTAL 01/16/15 ISSUE INDEX DATE SHEET INDEX C0.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.2 DEMOLITION PLAN C2.1 SITE PAN C3.1 GRADING & EROSION CONTROL NOTES C4.1 UTILITY PLAN C4.2 UTILITY DETAILS L2.1 LANDSCAPE PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th ti a duly Licensed Pro orl nee er the Taws r4 th tate i $ . A. Stephen M. Johnston DATE REGISTRATION NO. 18914 01 /16/15 SHEET C402WITO1.DWG UTILITY DETAILS C4.2 MINIMUM LIQUID CAPACITY 500 GL. NO SCALE NO SCALE NO SCALE PROJECT NO. WIT15001 PLANT SCHEDULE LANDSCAPE NOTES DEVELOPER W z > NORTHWESTERN PERENNIAL PLANTING (TYP) — I SHRUB PLANTING (TYP) 2,600 SF. FFE 943.20 COOLER 464 SF. \Ilw�liii'i : ������� • !• •'� m ' IIO , o•rw • • iiIiIijoitosoo DECIDUOUS TREE PLANTING (TYP) PROPOSE PLANTING WITHIN 10' EASEMENT EXISTING RAIN GARDEN FRONTAGE ROAD WEST 3" MAX. BELOW PAVING SURFACE MULCH (SEE LANDSCAPE NOTES) INSTALL PLANTING BED 6" BEYOND ROOT STRUCTURE EDGING AT PLANTING BED EDGING (SEE LANDSCAPE NOTES) PLANTING SOIL (SEE LANDSCAPE NOTES) NO SCALE MIN. REMOVE ALL POT AND ALL PLASTIC alluIIkill k PYLON SIGN I I I I RIP RAP MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING SHRUB PLANTING SEE PLANT SCHEDULE FOR SPACING 12" MIN. y %u l lA ha ul a l udl I l uuµ l 1 7 1 EXISTING PLANTING BED y///////////////////. L L I L 20 r TOP OF ROOT AT FINISHED GRADE MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) 1111 I,Ylwl l I�,II,YIWI I PLANTING SOIL (SEE LANDSCAPE NOTES) NO SCALE INSTALL PLANTING BED 12" MIN. AROUND PLANTS MAKE SAUCER AROUND PLANTS MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) PLANTING SOIL (SEE LANDSCAPE NOTES) SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING PERENNIAL PLANTING ♦ 60 Ylll� mill MI •III SCALE IN FEET 44 1Art, 4 409 KEY QUANT. COMMON NAME SCIENTIFIC NAME SIZE ROOT COND. MATURE SIZE DECIDUOUS TREE IllaiA2 RED SUNSET ACER RUBRUM 2.5" CAL. ` MAPLE 'FRANKSRED' B&B 40'H X 30'W CONIFEROUS TREE 4 RUSHMORE THUJA OCCIDENTALIS 6' HT. ARBORVITAE 'RUSHMORE' B&B 15'H X 5'W ORNAMENTAL TREE Aiii, �AW 2 RED JEWEL MALUS 'JEWELCOLE' 1.5" CAL. FLOWERING CRABAPPLE B&B 10'H X 15'W DECIDUOUS SHRUBS -'a O O 0 7 ARCTIC FIRE CORNUS STOLONIFERA 36" HT. DOGWOOD 'FARROW' 20 CHICAGOLAND BUXUS 'GLENCOE' 36" HT. GREEN BOXWOOD 32 ANTHONY WATERER SPIRAEA X BUMALDA 18" HT. SPIREA 'ANTHONY WATERER' 17 MAGIC CARPET SPIRAEA JAPONICA 12" HT. SPIREA 'WALDBUMA' POT POT POT POT 3'H X 4'W 3'H X 3'W 2.5'H X 3'W 1.5'H X 2'W CONIFEROUS SHRUBS tiii ` 4 SEA GREEN JUNIPERUS HORIZONTALIS 36" HT. JUNIPER 'SEA GREEN' 15 BROADMOOR JUNIPERUS SABINA 18" SP. JUNIPER 'BROADMOOOR' POT POT 5'H X 4'W 1.5'H X 4'W PERENNIALS O O 0 0 16 KARL FOERSTER CALAMAGROSTIS 1 GAL. FEATHER REED ACUTIFLORA GRASS 'KARL FOERSTER' 20 BLUE JOINT GRASS CALAMAGROSTIS 1 GAL. CANADENSIS 19 JOE PYE WEED EUPATORIUM MACULATUM 1 GAL. 29 PARDON ME HEMEROCALLIS 1 GAL. DAYLILY 'PARDON ME' 7 GREAT HOSTA 1 GAL. EXPECTATIONS 'GREAT EXPECTATION' HOSTA 10 GREAT BLUE LOBELIA SILPHILITICA 1 GAL. LOBELIA 10 RUSSIAN SAGE PEROVSKIA 1 GAL. ATRIPLICIFOLIA 29 BLACK EYED RUDBECKIA FULGIDA 1 GAL. SUSAN 'GOLDSTURM' POT POT POT POT POT POT POT POT 3.5'H X 2'W 4'H X 2'W 4'H X 2'W 1.5'H X 1.5'W 2'H X 2'W 3'H X 2'W 2.5'H X 2.5'W 2'H X 2'W )A‘,„ MULC ISH kiww 111 I1lu �r III III III III III III MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL CONIFEROUS TREE PLANTING DOUBLE STRAND 14 GA. WIRE 3' ® 120 DEGREE INTERVALS 16" POLY PROPYLENE OR POLYETHYLENE, 40 ML, 1-1/2" WIDE STRAP 8' STEEL STAKE INSTALL ON THE SIDE /— OF PREVAILING WIND IIIgllullJ 1M1lll ROOT FLARE AT SOIL LINE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. ONE FLAG PER WIRE PLANTING SOIL TOP SOIL III uu.al tllauu )IU �uud1lUll �u / III III 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY PROVIDED BY CORNERSTONE LAND SURVEYING INC., STILLWATER, MINNESOTA ON JANUARY 9, 2015, EXPRESSLY FOR THIS PROJECT. 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION. 3. ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT MATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND DISFIGURATION. 4. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWING LAYOUT FIGURES. 5. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL TREES. NO EDGING IS REQUIRED. 6. EDGE ALL SHRUB BEDS WITH 1/4"GAUGEX5"X16' STEEL EDGING. EDGING TO BE FINISHED WITH ULTRA —DURABLE POWER COATING IN BLACK COLOR. (SURE—LOC OR APPROVED EQUAL.) INSTALL EDGING AND STAKES PER MANUFACTURER'S. REUSE EXISTING STEEL EDGING FOR ALL PLANTING BEDS ALONG CURB LINES. 7. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN ALL SHRUB BED AREAS AND THREE (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN PERENNIAL AREAS. 8. SOD SHOWN ON LANDSCAPE PLAN TO BE INSTALLED BY LANDSCAPE CONTRACTOR. SOD TO BE MNDOT 3878.2A, DENSE, AND OF UNIFORM TEXTURE, FREE OF WEEDS AND DISEASE. APPLY MINIMUM SIX (6) INCHES OF TOPSOIL (MNDOT 3877) AND THOROUGHLY APPLY SLOW RELEASE FERTILIZER TO TOP TWO (2) INCHES BEFORE LAYING SOD. LANDSCAPE CONTRACTOR TO MAINTAIN SODDED AREAS IN HEALTHY CONDITION. 9. PLANTING SOIL FOR LANDSCAPED AREAS SHALL BE AT MINIMUM SIX (6) INCHES IN DEPTH AND A SANDY LOAM, SILT LOAM, LOAM, OR SANDY CLAY CONSISTING OF NO MORE THAN 65% SAND, 1.5-10% ORGANIC MATTER, A PH OF 4.5-6.8, SOLUBLE SALTS LESS THAN 2 MMHOS/CM, FREE OF CHEMICAL CONTAMINANTS, AND NOT COMPACTED BEYOND 80% OF STANDARD PROCTOR OR 200 PSI. SUBSOIL SHALL BE SCARIFIED BEFORE TOPSOIL IS SPREAD. SOIL SHALL BE GENERALLY FREE OF DEBRIS, LARGE ROCKS AND FRAGMENTS OF WOOD. 10. SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALL PLANTING BEDS PRIOR TO PLANTING. 11. THE ENTIRE LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION SYSTEM. NO WATER IS ALLOWED ON ANY PAVEMENT, PARKING, WALKWAY, AND BUILDING. THE IRRIGATION CONTRACTOR IS TO DESIGN AND SUBMIT SHOP DRAWING OF IRRIGATION DESIGN AND CALCULATIONS TO LANDSCAPE ARCHITECT FOR REVIEW 5 DAYS PRIOR TO PURCHASE AND INSTALLATION. IRRIGATION DESIGN IS TO MEET ALL CITY PLUMBING CODES AND REQUIREMENTS. 12. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED. 13. LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT GUARANTY PERIOD. THE GUARANTY PERIOD IS TWO FULL YEARS FROM DATE OF PROVISIONAL ACCEPTANCE UNTIL FINAL ACCEPTANCE. LANDSCAPE REQUIREMENT ORDINANCE SEC. 31-513 LANDSCAPE AREA REQUIRED 20% OF LOT AREA PROPOSED LANDSCAPE AREA 4,545 SF. (21%) LEGEND SOD SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE AND/OR INSTALLATION. H DISH III III III III MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL DECIDUOUS TREE PLANTING DOUBLE STRAND 14 GA. WIRE 3' ® 120 DEGREE INTERVALS 8' STEEL STAKE INSTALL ON THE SIDE OF PREVAILING WIND 16" POLY PROPYLENE OR POLYETHYLENE, 40 ML, 1-1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS II NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. TRUE NORTH INVESTMENTS 3001 SHADY OAK ROAD, SUITE 210 MINNETONKA, MN 55343 P 952-843-1210 F 952-843-6160 PROJECT DAIRY QUEEN VALLEY RIDGE MALL STILLWATER, MINNESOTA ISSUE PRELIMNARY SUBMITTAL 01/16/15 ISSUE INDEX DATE SHEET INDEX C0.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.2 DEMOLITION PLAN C2.1 SITE PAN C3.1 GRADING & EROSION CONTROL NOTES C4.1 UTILITY PLAN C4.2 UTILITY DETAILS L2.1 LANDSCAPE PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or and r my direct supervision, and tlt0 a duly Licensed Lan.-..p itect r�r the laws of t� S� - of M?dE\TT CO' Pilarsinee Saraithong DATE REGISTRATION NO. 01/16/15 SHEET L201 WITOI.DWG LANDSCAPE PLAN L2.1 NO SCALE NO SCALE NO SCALE PROJECT NO. W IT15001 A RESOLUTION APPROVING A RESUBDIVISION OF PROPERTY LOCATED AT 1240-1570 FRONTAGE ROAD WEST CASE NO. 2015-2B WHEREAS, Kriss Novak of SouthMetro Centers V-LLC and BKJ RE, LLC have made application approval of a resubdivision of a lot into two parcels, the existing lot being located at 1240-1570 Frontage Road West; and WHEREAS, the legal descriptions of the two resulting parcels are: See Exhibit A; and WHEREAS, the requested resubdivision is consistent with the City's Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Stillwater hereby approves the requested resubdivision of property with the following conditions: 1. An escrow for utility service connection construction may be required at the Public Works Director's discretion. The amount would be determined by the Public Works Director. If an escrow is required, it must be deposited with the City prior to commencing any utility work within the City's road right of way. 2. A total of 35% of the remaining balance of the 2012 Northwestern Avenue street improvement project assessment shall be paid in full prior to the City's approval of new deeds. 3. A trash enclosure shall be constructed prior to the Dairy Queen receiving a Certificate of Occupancy. 4. If cooperative trash facilities are proposed, an agreement between owners of the Dairy Queen and Valley Ridge Mall shall be submitted to the Community Development Department for review and approval. The agreement shall include a site location plan of the proposed cooperative trash facilities and all enclosure material specifications. 5. All existing and future trash receptacles shall be stored inside the building or in the proposed trash enclosure at all times with the exception of the day of trash collection. 6. Conditions of the HPC issued Design Permit shall be incorporated into this Resolution of Approval by reference. 7. A drainage plan, found acceptable to the City Engineer, shall be submitted and approval prior to the release of the building permit. 8. Plans and the use will need to be approved by the engineering, fire and building officials before the issuance of a building permit. 9. The development plan shall be reviewed by the Middle St. Croix Watershed Management Organization. WMO recommended conditions will be incorporated by reference into this approval. Enacted by the City Council of the City of Stillwater, Minnesota this 3rd day of March, 2015. CITY OF STILLWATER Ted Kozlowski, Mayor ATTEST: Diane Ward, Clerk BOARD AGENDA MARCH 3, 2015 — 9:00 A.M. Board of Commissioners Fran Miron, District 1 Ted Bearth, District 2 Gary Kriesel, District 3 Karla Bigham, District 4 Lisa Weik, District 5 1. 9:00 Roll Call Pledge of Allegiance 2. 9:00 Comments from the Public Visitors may share their comments or concerns on any issue that is a responsibility or function of Washington County Government, whether or not the issue is listed on this agenda. Persons who wish to address the Board must fill out a comment card before the meeting begins and give it to the County Board secretary or the County Administrator. The County Board Chair will askyou to come to the podium, state your name and city of residence, and present your comments. Your comments must be addressed exclusively to the Board Chair and the full Board of Commissioners. Comments addressed to individual Board members will not be allowed. You are encouraged to limit your presentation to no more than five minutes. The Board Chair reserves the right to limit an individual's presentation if it becomes redundant, repetitive, overly argumentative, or if it is not relevant to an issue that is part of Washington County's Responsibilities. 3. 9:10 Consent Calendar — Roll Call Vote 4. 9:10 Public Works — Wayne Sandberg, Deputy Director A. Approval of Pilot Project to Allow Electronic Bid Submission for One Year B. Resolution — Reject Bids for the Fuel Infrastructure Upgrades and Authorize Request for New Bids After Specifications are Revised 5. 9:25 General Administration — Molly O'Rourke, County Administrator Legislative Update 6. 9:35 Commissioner Reports — Comments — Questions This period of time shall be used by the Commissioners to report to the full Board on committee activities, make comments on matters of interest and information, or raise questions to the staff This action is not intended to result in substantive board action during this time. Any action necessary because of discussion will be scheduled for a future board meeting. 7. Board Correspondence 8. 9:50 Executive (Closed Session) with Public Works — Sharon Price, Property Manager Review Appraisal on the Parcel at 18015 Margo Avenue for Inclusion into Big Marine Park Reserve 9. 10:15 Adjourn 10. 10:20 to 10:50 — Board Workshop with Community Services — Traci Thompson, Social Services Supervisor and Kristi Gullett, Senior Social Worker Overview of Adult Protection Investigations 11. 10:55 to 11:40 — Board Workshop with Public Health & Environment — Stephanie Souter, Associate Planner and Jessica Collin-Pilarski, Senior Planner Discuss Draft Plans related to Metropolitan Council's Water Resources Policy Plan and the Department of Natural Resources North & East Metro Groundwater Management Area Plan 12. 11:45 to 12:15 — Board Workshop with Office of Administration — Colin Kelly, Project Manager, Jan Webster, Human Resources Director and Mjyke Nelson, Information Technology Director Overview of the Technology and Workforce and Employees Strategy Areas of Washington County's Strategic and Implementation Plan Assistive listening devices are available for use h the County Board Room l.,.,in .l;,i,uay.,. ono„apy.bamor .,ra- ..-u._ ia�ti,n EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER WASHINGTON COUNTY BOARD OF COMMISSIONERS CONSENT CALENDAR * MARCH 3, 2015 The following items are presented for Board approval/adoption: DEPARTMENT/AGENCY ITEM Administration A. Approval of February 3, 2015 County Board Meeting minutes. Human Resources B. Approval for the continuation of 2.0 Special Project Public Health Nurse full time equivalent positions through January 31, 2016. Property Records & Taxpayer Services Public Health & Environment Public Works C. Approval of application for renewal of an On Sale and Sunday Liquor License and for a Consumption and Display permit for the Disabled Veteran's Rest Camp Association located in May Township. D. Approval of application for renewal of an On Sale and Sunday Liquor License for Stoneridge Golf Club Inc. located in West Lakeland Township. E. Approval of resolution of an application for Exempt Permit of Minnesota Lawful Gambling received from the Missi-Croix Ruffed Grouse Society to conduct a raffle on the premises, The Point, at 12378 Point Douglas Road in Denmark Township. F. Approval of application for renewal of an On Sale and Sunday Liquor License for The Point, Inc. located in Denmark Township. G. Approval to extend our existing Maternal, Infant, Early Childhood Home Visiting Grant Agreement with the Minnesota Department of Health through January 31, 2016. H. Approval of Amendment No. 1 to contract 8517 with Braun Intertec Corporation in the amount of $56,851.66 for additional geotechnical services for the pavement preservation program. Consent Calendar items are generally defined as items of routine business, not requiring discussion, and approved in one vote. Commissioners may elect to pull a Consent Calendar item(s) for discussion and/or separate action. Assistive listening devices are available for use in the County Board Room If hn . man, aec:d.nra Ath In eUcahildy.v h.,9 harnar nlmm rail 051) A'1n RAM EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER Washington ounty BOARD AGENDA FEBRUARY 24, 2015 — 9:00 A.M. Board of Commissioners Fran Miron, District 1 Ted Bearth, District 2 Gary Kriesel, Chair District 3 Karla Bigham, District 4 Lisa Weik, District 5 1. 9:00 Roll Call Pledge of Allegiance 2. 9:00 Comments from the Public Visitors may share their comments or concerns on any issue that is a responsibility arfunction of Washington County Government, whether or not the issue is listed on this agenda. Persons who wish to address the Board must fill out a comment card before the meeting begins and give it to the County Board secretary or the CountyAdministrator. The County Board Chair will askyou to come to the podium, state your name and cityofresidence, and present your comments. Your comments must be addressed exclusively to the Board Chair and thefull Board of Commissioners. Comments addressed to individual Board members will not be allowed. You are encouraged to limit your presentation to no more than five minutes. The Board Chair reserves the right to limit an individual t presentationifit becomes redundant, repetitive, overly argumentative, or ifit is not relevant to an issue that is part of Washington County's Responsibilities. 3. 9:10 Consent Calendar — Roll Call Vote 4. 9:10 Housing and Redevelopment Authority — Barbara Dacy, Executive Director and Melissa Taphorn, Deputy Executive Director Approval to release the Draft 2015-2019 Consolidated Plan and 2015 Annual Action Plan 5. 9:30 Community Services — Deborah Eckberg, Chair, Child Protection Citizen Review Panel 2014 Annual Report 6. 9:40 Public Works — Joe Welter, Building Services Project Manager A. Resolution — Reject Bids for the Temperature Controls Work Scope ofthe Government Center 4th Floor Modernization Project B. Resolution — Awarding the Bids for all Remaining Work Scopes of the Government Center 4th Floor Modernization Project 7. 9:50 General Administration — Molly O'Rourke, County Administrator Legislative Update 8. 10:00 Commissioner Reports — Comments — Questions This period of time shall be used by the Commissioners to report to the full Board on committee activities, make comments on matters of interest and information, or raise questions to the staff. This action is not intendel to result in sibstantiveboard action during this time. Any action necessary because of discussion will be scheduled for a future board meeting. 9. Board Correspondence 10. 10:15 Adjourn 10:20 Personnel Committee Meeting Assistive listening devices are available for use in the County Board Room I/ vnn noon accictanra Ana to rlicahilifv nr lannnana harriar nloaca rail 16541 d'1n.annn EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER WASHINGTON COUNTY BOARD OF COMMISSIONERS CONSENT CALENDAR * FEBRUARY 24, 2015 The following items are presented for Board approval/adoption: DEPARTMENT/AGENCY ITEM Administration A. Approval of January 27, 2015 County Board Meeting minutes. Community Services B. Approval of resolution accepting 2014 4th quarter donations from public and private sources that have not been previously reported and approved by the County Board. C. Approval to appoint Steven Girardeau, Clinical Director of Mental Health Systems to the Local Mental Health Advisory Council. D. Approval of Calendar Year (CY) 2015 Adult Mental Health Grant for $1,116,713 for State Grant dollars to support Community Mental Health services. Property Records E. Approval of the plat of Miller Farms 3rd Addition in Baytown Township. & Taxpayer Services F. Approval of resolution for an application for Premises Permit from Amvels Post 1 to conduct lawful gambling activities at The Point at 12378 Point Douglas Dr. S., located in Denmark Township. Public Works G. Approval of the Minnesota Department of Natural Resource's agreement to access ponds through county park land for rearing walleyes. Sheriff H. Approval of cooperative maintenance agreement for the Century Avenue/Lake Road/Valley Creek Road project with the City of Maplewood, the City of Woodbury and Ramsey County. I. Approval of the U.S. Department of Agriculture forms reporting park agricultural land crop yields and base acreage from 2008 to 2012. J. Approval of resolution authorizing the Washington County Sheriff's Office to enter into a Joint Powers Agreement with Sherburne County for squad installation services. K. Approval of resolution authorizing the Washington County Sheriff's Office to enter into a Joint Powers Agreement with St. Croix County, Wisconsin for squad installation services. Consent Calendar items are generally defined as items of routine business, not requiring discussion, and approved in one vote. Commissioners may elect to pull a Consent Calendar item(s) for discussion and/or separate action. Assistive listening devices are available for use in the County Board Room r/ vnu nand acciclanna dun In &cannily nr ianguaga harrier plea.. rail Mall din Enna EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER Summary of Proceedings Washington County Board of Commissioners February 3, 2015 Present were Commissioners Fran Miron, District 1; Ted Bearth, District 2; Gary Kriesel, District 3; Karla Bigham, District 4; and Lisa Weik, District 5. Board Chair Kriesel presided. Commissioner Reports — Comments — Questions The Commissioners reported on the following items: - Commissioner Weik — taped the next episode of County Insight with an interview of Commissioner Bigham in her new role. She participated at the CTIB presentation to the House Transportation Policy and Finance Committee meeting and noted CTIB's support of Washington County building out its transit -ways; - Commissioner Bigham attended the Association of Minnesota Counties (AMC) "Commissioners 101 Session" on the role of county government among other issues and shared a handout from the session on a series of educational videos AMC has developed for new commissioners. She thanked staff for attending a meeting with the City of Cottage Grove staff about the condition of 70th Street (County Road 22) and the potential to expand the project. She met with local mayors and town boards within District 4 to hear their concerns; and attended the Minnesota Extension Committee meeting and Denmark Township board meeting to introduce herself; - Commissioner Bearth — reported Martin Moody, Metropolitan Emergency Services Board, is leaving and the process to fill his position will begin at next week's meeting; - Commissioner Miron — commented on the recent conviction in the slain Mendota Heights Police Officer and the debt of gratitude we owe our public service personnel; attended the Minnesota Extension Committee meeting, the Northeast Metro Water Summit, and will attend the Department of Natural Resource Groundwater Management meeting to discuss similar issues; met with the City of Columbus to discuss bridge improvement needs on Trunk Highway 97 over Interstate 35 which serves much of District 1; and a party for Frank Langer, who retired after 36 years as the Assessor for the City of Hugo; - Commissioner Kriesel — attended a retirement celebration for Larry Hansen, City Administrator for the City of Stillwater. General Administration Approval of the following actions: - January 13, 2015 Board Meeting Minutes; - Letter to the Washington County Legislative Delegation in support of Senate File 84/House File 83 — Grey Cloud Island Slough Bond Issue and Appropriation; - Letter to the Washington County Legislative Delegation opposing any legislation increasing allowable truck size and weight on local roads, unless tied to adequate funding to build out the ten -ton county road network and address deficient local bridges in Minnesota. - Adam Duininck, newly appointed Metropolitan Council Chair, will be visiting Washington County as part of his seven -week, seven -county metropolitan area tour; - Legislative update presented; - Board correspondence was received and placed on file. Human Resources - Approval of the conversion of four special project eligibility specialist positions to regular status. Public Health & Environment Approval of the following actions: - Enter into an agreement with Mary Storken to use county property to provide onsite county employee wellness activities; - Board Workshop to review the 2013 Minnesota Student survey results; - Board Workshop to discuss Resource Recovery Waste Processing evaluation. Public Works Approval of the following actions: - Amendment no.1 between Washington County and Lockridge Grindal Nauen P.L.L.P. for federal relations services in the amount of $60,000 for 2015 legislative priorities; - Resolution No. 2015-015, authorize final payment for the County State Aid Highway 18/Woodlane Drive Traffic Signal and Turn Lane; Regional Railroad Authority - Board Workshop to review the Red Rock Corridor implementation plan. Sheriff's Office Approval of the following actions: - Resolution No. 2015-014, Joint Powers Agreement with the cities for purpose of CodeRED; - Agreement with Lakeview Hospital for the purpose of CodeRED. A complete text of the Official Proceedings of the Washington County Board of Commissioners is available for public inspection at the Office of Administration, Washington County Government Center, 14949 62nd Street N., Stillwater, Minnesota. \Mi shinor ton County BOARD AGENDA FEBRUARY 24, 2015 - 9:00 A.M. Board of Commissioners Fran Miron, District 1 Ted Bearth, District 2 Gary Kriesel, Chair District 3 Karla Bigharn, District 4 Lisa Welk, District 5 1. 9:00 Roll Call Pledge of Allegiance 2. 9:00 Comments from the Public Visitors may share their comments or concerns on any issue that is a responsibilityor function of WashingtonCounty Government, whether or not the issue is listed on this agenda. Persons who wish to address the Board must fill out a comment card before the meetingbegins and give it to the County Board secretary or the County Administrator. The County Board Chair will ask you to come to the podium, state your name and city ofresidence, and present your comments. Your comments must be addressedexclusivelyto the BoardChair and the full Board of Commissioners. Comments addressed to individual Board members will not be allowed. You are encouraged to limit your presentation to no more than five minutes. The Board Chair reserves the right to limit an individual'spresentationtf it becomes redundant, repetitive, overly argumentative, or if it is not relevantto an issue that is part of Washington County'sResponsibilities 3. 9:10 Consent Calendar — Roll Call Vote 4. 9:10 Housing and Redevelopment Authority — Barbara Dacy, Executive Director and Melissa Taphorn, Deputy Executive Director Approval to release the Draft 2015-2019 Consolidated Plan and 2015 Annual Action Plan 5. 9:30 Community Services — Deborah Eckberg, Chair, Child Protection Citizen Review Panel 2014 Annual Report 6. 9:40 Public Works — Joe Welter, Building Services Project Manager A. Resolution — Reject Bids for the Temperature Controls Work Scope of the Government Center 4th Floor Modernization Project B. Resolution —Awarding the Bids for all Remaining Work Scopes of the Government Center 4th Floor Modernization Project 7. 9:50 General Administration — Molly O'Rourke, County Administrator Legislative Update 8. 10:00 Commissioner Reports — Comments — Questions This period of time shall be used by the Commissioners to report to the full Board on committee activities, make comments on matters of interest and information, or raise questions to the staff. This action is notntendedto result in substantive board action during this time. Any ation necessary because of discussion willbe scheduled for a future board meeYng. 9. Board Correspondence 10. 10:15 Adjourn 10:20 Personnel Committee Meeting Assistive listening devices are available for use in the County Board Room If t.nr, noerr aedctanre to ranp„ape har,;Ar nIAaeo nau rr•51La an annn EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER WASHINGTON COUNTY BOARD OF COMMISSIONERS CONSENT CALENDAR * FEBRUARY 24, 2015 The following items are presented for Board approval/adoption: DEPARTMENT/AGENCY ITEM Administration A. Approval of January 27, 2015 County Board Meeting minutes. Community Services B. Approval of resolution accepting 2014 4th quarter donations from public and private sources that have not been previously reported and approved by the County Board. C. Approval to appoint Steven Girardeau, Clinical Director of Mental Health Systems to the Local Mental Health Advisory Council. D. Approval of Calendar Year (CY) 2015 Adult Mental Health Grant for $1,116,713 for State Grant dollars to support Community Mental Health services. Property Records E. Approval of the plat of Miller Farms 3rd Addition in Baytown Township. & Taxpayer Services F. Approval of resolution for an application for Premises Permit from Amvels Post 1 to conduct lawful gambling activities at The Point at 12378 Point Douglas Dr. S., located in Denmark Township. Public Works G. Approval of the Minnesota Department of Natural Resource's agreement to access ponds through county park land for rearing walleyes. Sheriff H. Approval of cooperative maintenance agreement for the Century Avenue/Lake Road/Valley Creek Road project with the City of Maplewood, the City of Woodbury and Ramsey County. I. Approval of the U.S. Department of Agriculture forms reporting park agricultural land crop yields and base acreage from 2008 to 2012. J. Approval of resolution authorizing the Washington County Sheriff's Office to enter into a Joint Powers Agreement with Sherburne County for squad installation services. K. Approval of resolution authorizing the Washington County Sheriff's Office to enter into a Joint Powers Agreement with St. Croix County, Wisconsin for squad installation services. Consent Calendar items are generally defined as items of routine business, not requiring discussion, and approved in one vote. Commissioners may elect to pull a Consent Calendar item(s) for discussion and/or separate action. Assistive listening devices are available for use in the County Board Room If l.n„ naafi nceicfnnra fine to dfeahr7n., nr lannunna harrier Naaeo ran fA 11 d,n_Rnnn EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER