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2002-09-04 HPC Packet
_1Wa ter THE BIRTHPLACE OF MINNESOTA HERITAGE PRESERVATION MEETING NOTICE THE STILLWATER HERITAGE PRESERVATION COMMISSION WILL MEET WEDNESDAY, SEPTEMBER 4, 2002 700PM CITY COUNCIL CHAMBERS CITY HALL 216 NORTH FOURTH STREET AGENDA Approval of the August 5, 2002 minutes 1 Case No DR/02-40 Design review of signage for H & R Block at 1310 West Frontage Rd Lee Reiter-LEROY Signs, representing applicant 2 Case No DR/02-45 Design review of signage for North Main Studio at 402 North Main Street Carl Enckson, applicant 3 Case No DR/02-46 Design review of signage for American Express Financial Advisors Monsin Kassan, representing applicant 4 Case No DR/02-47 Design review of the Lofts of Stillwater located at 501 North Main Street Jack Buxell, applicant 5 Case DR/02-48 Design review of signage for Cub Discount Liquor located at 1801 Market Dnve Rick Palmateer, representing applicant 6 Case No DR/02-49 Design review of signage for St Croix Orthopaedics located at 1951 Northwestern Avenue Ross Buschman, representing applicant 7 Case No DR/02-50 Design review of addition and remodel of St Paul Lutheran Church located at 609 South Fifth Street Michael Hoefler — Architectural Network, representing applicant 8 Case No DR/02-51 Design review of signage for Bethany Evangelical Covenant Church located at 6490 Stillwater Blvd Jerry Turnquist, representing applicant Other items a Update on Churchill Nelson & Slaughter Addition b Photo assignments for Churchill Nelson & Slaughter Addition CITY HALL 216 NORTH FOURTH STILLWATER MINNESOTA 55082 PHONE 651-430-8800 City of Stillwater Heritage Preservation Committee August 5, 2002 Chairperson Lieberman called the meeting to order at 7 00 p m Present Commissioners Eastwood (arrived at 7 50 p m) Diem, Hark, Johnson, Peterson (arrived at 7 55 p m ) Others Sue Fitzgerald, Planner Absent Commissioners Tomten and Chairperson Lieberman APPROVAL OF MINUTES Motion made by Commissioner Johnson, seconded by Commissioner Eastwood to approve the July 1, 2002 commission minutes as is and fill in the blanks at the next meeting Motion passed unanimously Case No DR/02-43 Design review of awnings and exterior signage for Alfresco at 321 South Main Street Meg Brownson, applicant Ms Brownson requested design review of signage for three sides of the building The three sides of the building abuts three different streets The sign ordinance permits a sign on each sign of the business that abuts a street Lettering for the sign will be raised gold leaf lettering on the brick facade The front sign is 36" by 12 The south side sign will be 36" by 12' On the south side under the name Alfresco" will be "casual living" sign that will be 20 by 1 5" high, it is high density urethane 2-color sandblasted copy The rear sign will be 2 5" by 5'5" high density urethane 2-color copy All signs have existing gooseneck lights that will not change, light bulbs will be put in The awnings will match the existing rear awning It will not be lit Commission did not have any concerns about the awnings or exterior signage Motion made by, seconded by to approve signage for three sides of the building and awnings with the following conditions 1 Awning on the front and back of the building be the same color and have the same pitch 2 The awnings shall not be lit from within 3 Structural elements of the awning shall be at least eight feet above the sidewalk 4 The awning valance shall be at least seven feet above the sidewalk 5 Traditional straight lined, fixed or retractable 1 to 1 pitched awnings will be installed 1 City of Stillwater Heritage Preservation Committee August 5, 2002 Motion passed unanimously Case No DR/02-44 Design review of an exterior sign for Oval Oshun located at 330 North Main Street Andrea Bollinger, applicant Ms Bollinger requested design review of a 1 foot by 17 foot wooden sign The sign will sit on an existing sign band over the door and windows and will be lit The background of the sign will be natural, with white and blue lettering Ms Bollinger will also be repainting trim around the windows to a natural color or white wash Commission requested that Ms Bollinger bring pictures of lighting fixtures to City Hall for staff to review Commissioner Johnson offered suggestions for the sign Possibly use a darker blue to outline letters so they stand out Motion made by, seconded by to approve design of 1 foot by 17 foot wooden sign with the following conditions 1 No additional signage 2 Sign not to exceed 17 square feet 3 Lighting fixture is to be approved by city staff 4 Mockup of sign and location of sign is to be reviewed by city staff Motion passed unanimously OTHER ITEMS 2002 HPC Conference in Owatonna, MN update Planner Fitzgerald requested the Commission get back to her regarding their attendance at the Conference Revisions to Eagle Valley Bank Todd Zwiefelhofer informed the Commission that the site plan will remain the same The exterior building materials changed and the dormers have been removed because of financial reasons Motion made by Commissioner Eastwood, seconded by Commissioner Peterson to approve revisions to Eagle Valley Bank Motion passed unanimously 2 City of Stillwater Heritage Preservation Committee August 5, 2002 Motion made by Commissioner Peterson, seconded by Commissioner Eastwood to adjourn the meeting at 8 10 p m Motion passed unanimously Respectfully submitted, Bobbi Ward Recording Secretary 3 HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-40 Hentage Preservation Date September 4, 2002 Project Location 1310 West Frontage Road Comprehensive Plan Dostnct Business Park Commercial Zoning Dostnct BP-C Applicant's Name Lee Reiter — Leroy Signs representing H & R Block Type of Application Design Review Project Descnption Design review of signage Discussion The applicant is requesting design approval to replace existing signage with new signage Currently H & R Block has red channel Iettenng They want to replace it with black Iettenng that becomes white Iettenng at night They also are requesting approval of a green illuminated square to the left of the name, H & R Block Pure white lettering at night would be would not be in harmony with the rest of the center's signage It is staffs recommendation that it stay red or remain black all the time Conditions of Approval 1 The black Iettenng is retained day and after lit at night with white light surround each letter 2 No additional signage Recommendation: Approval as conditioned Findings The proposal meets the intent of the West Business Park Design Guidelines Attachments: Application Form/Letter/Site Plan 08'19 2002 15 15 4300810 CITY OF STILLWATER PAGE 02 Case No: Date Filed: Receipt No.. Fee: $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT GK Sosl—FD CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. Photos, sketches and a letter of intent is required All supporting material (1 e. photos, sketches, etc ) submitted with application becomes the property of the City of Stillwater Fourteen (14) copies of all supporting materials Is required. All following information is required PROPERTY IDENTIFICATION Address of Project /30 id AAssessor's Parcel No Ate Zoning District Description of Project In detail �.4— e,kzs / A - 'I hereby state the foregoing statements and all data, information and evidence submitted herewith In all respects, to the best of my knowledge and belief, to be true and correct I further certify I will comply with the permit If it Is granted and used" If representative Is not property owner, then property owner's signature Is required Property Ownere- $ Corn M e C,I q�, Representative o l S9n S , INK, Mailing Addresses S Mailing Address (z325 JELCc rris AZ - City State Zip ei 1_t5 44"3 City State Zip NIPL -1 r)) N c. 21 Telephone No 9m_ Q ___ 4Lo no Telephone No `Ice 3 _ ?5 - 0 a g 0 torM Scm r i—Pttr.) S. H \mcnamara\shella\2002\design review permit wpd April 12 2002 H&R BLOCK Office ID. District Office Street City State Zip UPlasti-Line, Inc 22642 22604 1310 W Frontage Rd Stillwater MN 55082 7/31 /02 hflare e Th Office ID District Office City 22642 22604 Stillwater N Street State MN 1310 W Frontage Rd Zip SS082 \\ E-01 RR WEST FRONTAGE ROAD Site Comments Pylon for shopping center and major tenants only Key Sign �23 6 i H8R 8 BLOCK 24 H IQ Overview Photo Location Example Action Codes E-01 RR *— Sign Number - Recommendation RO Remove Only RB Refurbish NA No Action RF Reface RR Remove and Replace RS Remove Save Sign RP Repaint NEW New Product 7/31/02 B-1 'Signage Detail Sign No. E-01 Office ID District Office City 22642 22604 Stillwater Street State MN 1310 W Frontage Rd Zip 55082 • '�.L' Sy.y' t'•.. G - b .mow: . ._y. .... r. vr M►. : Sign Text H & R Block Existing Signage Existing Sign Description Channel Letters Height 18 5" Width 168" Depth 5 5" Letter Height 18 5" Overall Height above grade 156" Face Material Plastic Flat Wall Material Stucco Available Height 96" Available Width 210" Illuminated Yes Double face No Conunents Fascia Pantone 7506 U, Trim Cap Metahc Brass, Channel Pantone Black 6 U Recommendation Comments Proposed Signage Action RR Description White Channel Letters Ground Height 156" Height 30" Width 166" Max Sg Ft 23 5 Mm Sq Ft 34 58 Illumination Illuminated Wall Repair Patch and paint fascia using pantone 7506U VIF Required 7/31/02 D 1 HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-45 Hentage Preservation Date September 4, 2002 Project Location 402 North Main Street Comprehensive Plan Distnct Central Business District Zoning Distnct CBD Applicant's Name Carl Erickson Type of Application Design Review Project Descnption Design review of a sign for the "North Main Studio" Discussion The applicant is requesting design approval for a 2 ft by 14 ft sign It will have a "Celedon" green background with navy blue Iettenng There will be a raised brown cup on the left side of the Iettenng The sign will not be lit Recommendation Approval as conditioned Conditions of Approval 1 No additional signage 2 All revisions to the approve sign package shall be reviewed and approved by the HPC Findings The proposal meets the intent of the Downtown Design Guidelines Attachments Application Form//Elevation Drawing/Photos 08/13/2002 15 29 4308810 CITY OF STILLWATER PAGE 02 Case No: Date Filed: Receipt No.: Fee: $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. Photos, sketches and a letter of intent is required. All supporting material (i.e. photos, sketches, etc.) submitted with application becomes the property of the City of Stillwater. Fourteen (14) copies of all supporting materials is required. All following information Is mufti/ ii"/ PROPERTY IDENTIFICATION Address of ProjectGi-y2 O.l ovtea Assessor's Parcel No -S-rds,PuE. KA11t c-W �`TlIiF' Zoning District _ Description of Project in detail ` 2 Sc - 1,1 7 hereby state the foregoing statements and all data , information and evidence submitted herewith in all respects, to the best of my know/edge and belief, to be true and correct I further certify I will comply with the permit If It Is granted and used" Property Owner Mailing Address City State Zip Telephone No. (6ST9 e(3? -807, If representative is not . roperty own, • 'i0G2 / Aloft/ / ,- property owner's signature Is required Representative 442 L. Mailing Address•7' City State 11 k/A- rP p �Mr�IS Telephone No/ )3 4 - 13 j C65.9430-arsr=1- H 1mtnamara \2002wesign review perrrittawd Aprfl 12, 2002 n2RTr1 MfliN STVDi2 Carl Erickson P2TTFR 402 /forth Mainftreet jt8water, Mil. 55082 (651) 551-1579 White Vinyl on Entrance Door Glass I12RTrI MT9iN 7TVI7i2cori I ��,r�o� Potter 14' Exterior Sign: Dark Blue Vinyl Lettering on Celedon Green with Dark Blue Border Painted MDO Signboard Raised Mug Panel: Brown Vinyl on White Painted MDO Signboard North Main Studio sign will replace existing "Stillwater Framing Co." sign of same dimensions camemini dull Ill IN 101 got - XI ri2RTr1 MrIIN 7TVVi2 Carl Erickson / Potter HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-46 Hentage Preservation Date September 4, 2002 Project Location 122 South Water Street Comprehensive Plan Distnct Central Business Distnct Zoning Distnct CBD Applicant's Name Jeff Wegge — American Express Type of Application Design Review Project Descnption Design review of a projecting sign Discussion The applicant is requesting design review of a proposed 30 inch by 30 inch projecting sign for American Express Financial Advisors to be located in the area of the transom windows The bottom of the sign would be approximately 12 ft from the sidewalk The sign will hang from a black metal bracket It will be lit with a small dome shape light fixture The sign will have a blue square with the words "American Express" outlined in white The background of the sign is tan with the words "Financial Advisors" in black Conditions of Approval 1 No additional signage 2 Lighting of the sign will be reviewed upon complaint Recommendation Approval as conditioned Findings The proposal meets the intent of the Downtown Design Guidelines Attachments Application Form/Photo/Elevation 08/19/202214 38 4308810 -1:6' cue, I; 4--ekrati d Cz-kit A54, cAfrook CITY OF b 11LL M' t.►.4 Case Not ?: ° Date filed. VI z3 -03 Receipt No . �....- Fee: $25.00 kkt "KitinIGN REVIEW APPLICATION FORM 4,11,. A COMMUNITY DEVELOPMENTDEPARTMENT CITY OF mLLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicant Is responsible for the �h with any applieetlon.eness and accuracy of ePholDoa, ll forms and supporting material submitted In conne sketches and a letter of indent is required All supporting treaterisi (he. photos, of sketches, etc) submitted with application becomes the property cif the Stillwater Fourteen (14) copies of all supporting Materials le required. Alt following information Is MEMO PROPERTY IDENTIFICATION Address of Project iaa. $ itJATOC. 57 Assessors Parcel No Zoning District CAD Description of Project in detail_ t 5p Sneraidecc 56f6w e(�n(\ "i hereby state the foregoing statements and all date, Infonnadon And evidence submitted herewith In all respect* to the best of my knowledge anti rcertifyJ will w/tfi the !fIt � � end true and comes used' If representative is not property owner, then property owner's signature Is fgu1rtd Property Owner LA1f AJ £ I- ni Representative Si_hAJ- A .090.44 Mailing Address. S MAN 44 Melling Address It= NA.). G12oU6 City State Zip_ g T i L.i4k k r MNI _52 City State Zip MAP >I & OUe r tit tJ 1i Telephone Nob+ '3 5 Telephone No 163-4t 6-1944 t' o --1S AASSI\ 1.1•Vnp+amaraVile11 20021,cleelgn review Pere* wpd keg SZ, 2001 id WdyI 0T F002 LT urr ON X3J FROM AM EXPRESS FINANCIAL AJJISORS PHONE NO 651 3510102 Aug 28 2002 02 05PM P2 Page 1 of 1 awn, % a v 2ar 4' F74proG `t tyPf,h tyxt M�Cr ' L r, w"•111e1.yaM2. r Yw 'l_ksey,y"�fr M u.n.gTy, '•f �y+u Moue ..:7.., rah+.- aer �...rsv.. �AwAv�r._.•a�w y., ^ve ^ iM,�.4 fir' M i•ti' �rt'�rV 'L m """•� r.� .y.•.�.,.. ♦y N �i ,n.. *AMf!t M +•w a' 'Y*.- , TM° — +�M,. a anu� yam; rw •+vaw,.eOOme � �+� .yam ► +�•s w»~'"•"d'"�w +.°'i'�"'+Ji7: " .." sit:4*� +1!"" , n rtr 147. „ p `1, - M+ t 4ciY � i� ..'�ro..o. ` : W r"`P.cw'^�?�F " m'. ..... • �''•� i,,., .oM.• �.� ..A. tr• o+ � _ wt.an %-. file //C \Documents%20and%20Settmgs\SFitzgerald\Local%20Settmgs\Temporary%20lnternet%20Files\OLK4\AMEXoffice jpg 8/29/2002 FROM AM EXPRESS FINANCIAL ADVISORS PHONE NO 651 3510102 Aug 28 2002 02 06PM P3 w b r.. r ,r t 7.�un \l`JG.---Ar�- re 13692. Grdvt or. lc roe e 0-‘47 r-AN- _ / M HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-47 Hentage Preservation Date September 4, 2002 Project Location 501 North Main Street Comprehensive Plan Distnct Central Business District Zoning Distnct CBD Applicant's Name Jack Buxell representing applicants Type of Application Design Review Project Descnption Design review of the Lofts of Stillwater Discussion The applicant is requesting conceptual design approval for a multi -family condominium, previously called 501 Condominiums, now The Lofts of Stillwater They are proposing five floors with parking underneath There would be four floors of living space, and the roof plan would have a party room and decks The exterior fagade of the building would be pnmanly bnck and glass with stone tnm The site is 1 44 acres 125 intenor parking spaces for the units would be provided on the lowest level of the building The architect will present the concept at the meeting Conditions of Approval 1 All utilities shall be completely screened from public view 2 All landscaping shall be installed before utility release or final project inspection No project shall be phased unless the Planning Commission grants approval 3 Continuous concrete curbing shall be installed to separate parking areas from landscape areas 4 Handicapped parking spaces and signage, in compliance with State requirements, shall be shown on building permit plans and installed before final inspection of the project 5 The street address of the building shall be displayed in a location conspicuous from the public street 6 The trash enclosure shall be made of a sturdy solid masonry material, with trash receptacles screened from view and compatible with the color and matenals of the project and a detail provided to the Planning Department 7 Fencing, as indicated on the plans, shall protect all trees required to remain on site, or other necessary measures shall be taken to prevent damage during construction activity 8 No roof equipment shall be visible to the general public a . 9 All gutters, downspouts, flashings, etc shall be painted to match the color of the adjacent surface 10 Construction projects shall conform to the City's Noise ordinance Construction dunng the dry season shall mitigate excess dust problems 11 A sign permit shall be required for all project signs 12 Grading and drainage plan to be approved by City Engineer before building permits are issued 13 Sign package to be approved by the Hentage Preservation Commission, including directional signs 14 All security lights on building shall be downlit and a plan submitted to the Planning Department 15 All exterior modifications to the approved plan are to be reviewed by Community Development Director Recommendation Conceptual approval as condition Findings The proposal meets the intent of the Downtown Design Guidelines Attachments Application Form/Letter/Site Plan • 08 22 2002 0: 5, 4303310 ' CITY OF STILLM-TER PAGE 01 Cate No: SDK%crL-4-`1 Date Filed: 9 ! zz - Receipt No.: 3E34 Fee: $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted In connection with any application. Photos, sketches and a letter of intent is required. All supporting material (i e photos, sketches, etc.) submitted with application becomes the property of the City of Stillwater Fourteen (14) copies of all supporting materials is required. All following Information is required PROPERTY IDENTIFICATION Address of Project 501 North Main Assessor's Parcel No 2803020140033 Zoning District CBD Descnptlon of Project In detail_ Four-story, Multi -family residential building set on below -grade parking structure Parking structure is poured concrete, see plans for parking count Residential building is wood frame with bnck and stone extenor Hip roof is clad m pre -finished metal and asphalt shingles over ice and water membrane "I hereby state the foregoing statements and all data, information and evidence submitted herewith In all respects, to the best of my knowledge and belief,to be true and correct I further certify I will comply with the permit if It Is granted and used" If representative is not property owner, then property owner's signature is required Property Owner 7 t. Representative • - 40 Mailing Address 4301 Highway 7 , #100 Mailing Addr 129 North Second St , #101 City State Zip St Louis Park, Mn 55416 City State p Minneapolis, Mn 55401 Telephone No 952-920-8282 Telephone No 612-338-3773 H Mrnamara\ieIla\2002\design review perm twpd Pod 12, 2002 DEVELOPER THE LOFTS OF STILLWATER, INC 4301 HIGHWAY 7 SUITE 100 SAINT LOUIS PARK, MN 55416 CONTACT MARK SALITERMAN PHONE 952-920-8282 EXT 10 FAX 952-920 8474 Crhe£.gftsijStlltwater' 501 NORTH MAIN STREET STILLWATER, MIN N ESOTA ARCHITECTURE, PLANNING AND LANDSCAPE ARCHITECTURE J BUXELL ARCHITECTURE 129 NORTH SECOND STREET SUITE 101 MINNEAPOLIS, MN 55401 PHONE 612-338-3773 FAX 612-338 0040 STRUCTURAL HANUSCHAK CONSULTANTS 26 EDMC)NTON STREET WINNIPEG, MB CANADA, R3C 1P7 CONTACT BILL HANUSCHAK PHONE 204-956-2000 FAX 204 956 1671 GENERAL CONTRACTOR CONSTRUCTION 70, INC 2808 ANTHONY LANE SOUTH MINNEAPOUS, MN 55418 CONTACT JAY FEIDER PHONE 612 278-0123 FAX 612 781-0100 SHEET INDEX ARCHITECTURAL AO 0 Title Sheet AO 1 Existing Conditions/Site Al 0 Site Plan Al 1 Landscape Plan Al 2 Grading Plan A2 0 A2 1 A2 2 A2 3 A2 4 A2 5 Parking Plan First Floor Plan Second Floor Plan Third Floor Plan Fourth Floor Plan Roof Plan A3 0 East Extenor Elevation A3 1 West Extenor Elevation A3 2 South Extenor Elevation A4 0 Building Section LOCATION MAP J BUXELL ARCHITECTURE LTD 1 NORTH SEODNUSIREET M1 NFAI LS MIN EOOT SO LbTa FA% r61.0010 ERSAN MANNING OPENFACECOMMUNTITES ARCHITECTURE LANDSCVE TAORIECTURE CRAPHIO I HERE& CTR'1FY THAT THIS L N STECIFCATION OR REPLYLT 1A AS PREPARED R Mt OR L NDER M D RCCT 5.1PFRVLLO\ AND THAT I AAI A DU EC STFRED ARCEUTEL— UNDDL THE LA %a Of THE ST T. OE MINNESOT EG NO AuSarICA111,- ram., Atnimen AgS, NORTH a scam CO' STILLWATER, MINNESOTA DATE PROIECT ESIGN DRAWN SHEET 1.23 2002 2005 00 0000 00 0000 00 AO 0 aa� TOPOGRAPHICAL AND SITE DATA NOT VERIFIED INFORMATION TAKEN FROM PUBLIC DOMAIN DOCUMENTS AT THE CITY OF STILLWATER f_p A. r \6'°\ �`— / m T O P _ (ass 1 16l51 34 67 _ to"1- =f m �y THE // 16831 -- \� ` __..cpLY UTIEVACAH�TM WAS 4 of 0.5 I r\ sT 1 Wtjm 1 ^I II- Ryp9 yam— (691\ EASTERLY LINE OF MAIN STREET AND THE WESTERLY LINE OF TRACT ( 2 EXHBTT B OF CERTIFICATE OF TITLE NO 65 12 WATER \, \ \ , \ NiQ„ -IN. N\,yo \118 NSAG e \ \F./\ I \ \l — \ \ a \� L 9114 NV 6 87 39 - -/ SAN / J F 0°\. 8wA5- A YJATFA aia it `/ P a _ / MET AL 80X obi 16 1 i 48� _ _- 16a9%�x- 6 Art, �Npl pIER SNCk ,Alm.sJ a ,, { 01��4 iFi i3-- 1 aLY l84 VAC). x 1 ✓ /! / / yaY UHVIEC-sr 7 0 68 COO' F - m r A a A zSo8� Na8360 E aq / cT BITUML-N6 �° 8 EY ` YA`` \ LA �NI� SSA SaA v N LL W TRACE 2, "EXHIBIT B" BITUMINOUS GAS \\l N N b R • EDGE OF GW..‘iti `�1 r- o� < I me m 0 i I.„ $ i Iry ` \ 1 N 1 to 1 r i 15561 — r to O m 12 WATER SAN 7� Li gwTpn el 0 G. co so 3 J A 3 12 WATER sAN MAIN STREET 15 SAN i 12 WATER 16®1 —\ Y1.INE OF MAIN STREET AND THE WE ' LY UNE OF TRACT 2 EXHIBIT B OF CER TE OF TITLE NO 65 SAN SAN— J BUXELL ARCHITECu RE LTD h _ TR ET NEAh:_ v, _COT 40 n3e- 031o040 A- 3AN NC OPE SPR 5. UNITIES iTECTIIRE LA. DF_., 0+1'ECTT RE GRAPH 0 THA THb TON OK REPORT` 15 '+r. nED RV RE OR DE Y D ',ACT 5UPERV190'. . THA 1 AN D L ., 5 EKED ARCHITECT CTt THE LAWS OF TH ST - P NESOTA REG IVO (51M, NORTH sc.u. e.o- 14.1 Lzt 501 NORTH MAIN STREET STILLWATER, MINNESOTA EXISTING SITE CONDITIONS DATE 9 23 2002 PR01E0T 2005 OC DESIGN 0000 OC DRAWN 00000C SHEET AO 1 grA FLOOD WALL WITH RARING ONTO? PROPERTY UNE FLOOD WALL MIN RARING ONTO', SEE ARCHTTECTURAL DRAWENG5 FOR STAIR MATERIAL AND DETAILS PROPERTY UNE RAISED PLANTERS ON TOP OF PARKING STRUCTURE PROPOSED FIRST FLOOR ELEVATION = 696 50 GARAGE FLOOR ELEVATION = 685 50 RAISED PLANTERS ON TOP OF PARKING STRUCTURE SEE ARCTOTECTURAL DRAWINGS FOR STAIR MATERIAL AND DETAIL CURD CUT WTI NEW CONC. APRON MEET AND MATCH EXISTING CURD (TYP ) RE9TRIPE PARALLEL PARKING — PROPOSED RETAINING WALLS SEE GRADING PLAN FOR T0►0f WALLS (IYP) — CITY STANDARD CURB WFILL EDGE OF FOUNDATION WALL Kew Caxoan SOMAI. PauorarvnANa oRTAu CITY STANDARD CURD Mu — PROPOSED RETAWING WALLS SEE GRADING PLAN FOR TOP OF WALLS (TYP ) TOPOGRAPHICAL AND SITE DATA NOT VERIFIED INFORMATION TAKEN FROM PUBLIC DOMAIN DOCUMENTS AT THE CITY OF STILLWATER J BUXELL ARCHITECTURE LTD M 0 TN 010 STR_ET MN FANRD PAN SETA b]a 1%1 03L'O09(NO URIIAN PKANN Nc OPENSPATCOMMUNTES ARCHITECTURE LANDSCAPE ARCHI ECTUR GRAPHICS HEREBY CERTIFY TN, TMS PLAN 5P C ICATLN OR REPORT NA5 PREPARED BV !.R OR UNDER M D FEC RPM 'EON AND TWAT I AM A D R 0 T D ARCHITECT UNDER THE LAWS OF T E TATE OF R.EoOT REO NO s4i„ NORTH o BULB r KB -o STILLWATER, MINNESOTA DATE PROIECT DESIGN DRA YN SHEET SITE PLAN R 23 2002 — 2005 00 —1HB R115 f Al 0' MWAvn•a 40 1DO GEI EDNW. w,W OMNI ROOF Id AND ACNPWPA•0'OL COMAIOIKCIllif AMMO. MOS CONIALTDREILD INDOORY ENO SYNML OOrl ROWOISB !NW AON•NONA1I OW. MITII MWOOOn.WW40 404 SOLAYMO WOONA ROW OP d MEN Aa.wDRA•s OG :-'1111111011010111.11110001100101110110111110101110010k0010 (SEIn DIOARYOAelTAleEI SPIo00(pMMPRA99 �MIA109WIYGS W WRMIQASlLSfTR 01RFo®N.m1 nAa� PROPOSED FIRST FLOOR ELEVATION = 696 50 GARAGE FLOOR ELEVATION = 685 50 INFA ILANNOUN=amxmDaR— PORTDAVMMANOR ORS (BlnMODEM INMANAROED (en•IIMASI IIRCSROO ROW MOIh-ASO/ErOW MMar (OW MmDMA. LIONCEDIRRY Mlr2TELmmaeMAL 41111ILVW. INN BMAODBORAY CDMERRYwxIroWOw wM2wAo LUROM • NAle IODDLI BveIRORaI NOTE 1 ALL PLANTING BEDS TO BE FILLED WITH 4" OF HARDWOOD SHREEDED BARK MULCH MB. ,.R AOIYONIOILA YOGTAT( m,Iloo,.COLOIADOS IDa (IfTG6F04Dt5GY wM2MAW A OR.w NAl ILIODI olFmm.AA OW NM AIM•N YANGOeRIDELILr • SmOMMINUNf ROxO1b MT ADDINADRA LA Z. DMlmw.prtN.DDSS Tlr RDILLEAO OINSAIMAIN IMOD Oe®DBLY ▪ TO.MlvmINDLONORQ ANw ADEADADRA ISMa m.A+T AFnsMI aAFmwY "IGI AWOWDEROMPST FRO' AONS IW#& L O•ApOAIPIM oWemOwIN relay TOPOGRAPHICAL AND SITE DATA NOT VERIFIED INFORMATION TAKEN FROM PUBLIC DOMAIN DOCUMENTS AT THE CITY OF STILLWATER J BUXELL ARCHITECTURE LTD 19 NO TH SECONDSTREET MM LIEMOUS MI NESOT NO I 2111F FA%I ]13]1.0040 URBAN HANN NG OPENSPACECOMMUNMES ARCHITECTURE LANDSCAPE ARCHITECTURE GRAPHICS HEREBY CERT FY THAT 1H5 P AN SEE IFICAI ON OR REM AS PREPARED Y ME O UNDER M OK CT SUPTAVISON AND THAT I AM • DULY REG 5T p AACMTECT NDER THE LAWS OF TH STATE OF M NNESOTA REG NO woolnerusx arm eaLouurrrmetens woo NORM O • ecAEe r.16 0- STILLWATER, MINNESOTA CASON. LANDSCAPE PLAN DATE. PROICT DINGN DRAWN SHEET 23 2002 2005 00 RIB KIS LA1i / PARKING FLOOR PLAN A2 0 SCALE 1 /1 6" = 1'-0" J BUXELL ARCHITECTURE LTD n TH RED STREET 0.N NPDUS MI ESOT SS4O by FA% 13310d0 U BAN PLANNING OPEVSTACECOMMUNMES RCHETECTURE N DSLA A CHDECUAE GRAPH C5 ULFB CTATIFY THAT THIS AN E FIC T ON OR REPORT WAS P5CPARED BY ME OR HOER A Y D 0.ECT AJP!RVOTON AND THAT I AM DU 0.E, D ARCHITECT UVDFR THE LAWS OF THE STATE OF A VNFSOTA E NO Vgat.„ NORTH B SCALE -0 STILLWATER, MINNESOTA PARKING FLOOR PLAN 0 IL 8 23 2002 PRO ECT - 2005 00 D5ICN 000000 DM W 000000 SHEET A2 0 i HA 1 16a51 0,1 \'\�\ 100001000 ,6a51 PROPOSED FIRST FLOOR ELEVATION = 696 50 GARAGE FLOOR ELEVATION = 685 50 — I69U1 NEW CONCL9T9 lilwAla FOLLOW Cif MAN! 0[TAL5 — ! 90/ MARSH AREA RAISEDCONCRETE SIDEWALK EDGE (TYP ) TOPOGRAPHICAL AND SITE DATA NOT VERIFIED INFORMATION TAKEN FROM PUBLIC DOMAIN DOCUMENTS AT THE CITY OF STILLWATER HAM — (6a91 — J BUXELL ARCHFTECTU RE LTD NO TN flEET [n101., 0 'LOT S. U)e F U e-00a0 l.R ♦.FLANNIN, OPENYIZE UNIFIES l� rt01URE U OS_.VE t'MRECRIR CL9PH ES ERE LR—h' 'HAT T1R5 AN ON 0 EP0R 4 '2 0 Bl ME OR UNDER Y DIRECT SUPER.,90 1V "HAT AM AO Y EKED ARCM1ECT THE LAWS OF THE Tnr 'S a.NVF50EA NORTH SCALE 16.-0' 501 NORTH MAIN STREET STILLWATER, MINNESOTA GRADING PLAN DATE a 25 2002 FRD1F1T 2005 00 DE9CN FIB KIS DRAYN R15 DHEET Al 2' AAA UNIT C 111 UNIT D 110 UNR D 109 UNIT A 104 FIRST FLOOR PLAN URI F UNR F 114 , M 114 UNITD 109 11wii711l UNIT B - L t EI 106 107 SCALE 1 / 16" = 1 '-0" J BUXELL ARCHITECTURE LTD OATH SELO STREET M EAMUS MI ESOT 1 Ox FAX 1USf,OW URBAN PLAN INC OPENSPoCE CO AM UNITIES ARCHITECTURE LANDSCAPE ARCHTTE HIRE CRAPHI "3 HEREBY CERTIFY THA THIS LAN SPEC F C TON OR REPORT WAS PREPARED B ME OR UNDER MY D RFCT SUPERVISION 1!ID THAT I AM A DU EL,IS ER D ARCHITECT NDER THE TAWS OFT E STATE OF MINNESOTA REG W neat nanfrland. UV (3M, NORTH a 4 SCREE a Izt -i 501 NORTH MAIN STREET STILLWATER, MINNESOTA FIRST FLOOR PLAN DATE 8 23 2002 PROJECT 2005 00 DESIGN 000000 DRAWN _ 000000 SHEET A2 1 i SECOND FLOOR PLAN A2 2 SCALE 1 /16" = 1 '-0" J BUXELL p RCHrTECfURE LTD O TN SE V STREET EAPOU M 60 I DM AM OJ1 0i0 URBAN MN ING 0 EN51 GE OMMUNITI6 ARCHITECTURE IA4DSCAPE ARCHITECTURE GRAPHICS EREe CERTIF THA THIS A EC AT ON 0 REPOR W'.S PREPARED P ME OR UNDE MY DIR CT %HERVOION AND THAT AR A DULY REG STE ED u IIREtT UNDER THE LAWS OF TI IE STATE Of MINNESOTA LEG N 4Wgs, NORTH %rim! SCALE a 501 NORTH MAIN STREET STILLWATER, MINNESOTA SECOND FLOOR PLAN DATE 13232002 PIWI CT — 200500 DESIGN 000000 DRAWN _ 000000 EET [ A2 2 1THIRD FLOOR PLAN A2 3J SCALE 1 /1 6" = 1'-0" J BUXELL ARCHrrEC1URE LTD TS O TH -O STREET MI FAPOUS M NNESOFA HO =ER- FAX( 1311C040 RAN PUNNING 0 ENSIACLCOMMUNMES AACHRCCTURE 1ANCFCAPE ARC ETECTUIIE GRAPHICS HEREBY CERTIFY THA THIS LA EC F AT ON OR REAM ♦5 PREPARED R ME OR UNDE MY DREG SUPERVISON ANT) THAT AM A D REG15 ED AROu1ER UNDER THE LAWS OF THE STATE OF MINNT OTA REG ta- rn.. AM, NORTH o e s SCALE 501 NORTH MAIN STREET STILLWATER, MINNESOTA kIVISIONS THIRD FLOOR PLAN DESIGN — DATE. B 23 2002 PROTECT 2005000 00 DRAW SHEET A0002_ 1 FOURTH FLOOR PLAN A2 4 SCALE 1 /16" = 1'-0" J BUXELL ARCHITECTURE LTD O ^ NCO DSTR ET M ]CUS M ESOU 40 COB- FAX( 538-00.0 UREA PUNNING 0005P "E-OMMUNRIFS AR-HITECTURE LA?100 APEA CHTTECTU E GRAPHICS HEREBY Z F6Y THA TH5 ATION IR REPORT 5, PREPARED BY Q JR U\DER 0 RECT AIDFRVL&\ D THAT AM C 5 EKED ARCHDES NM THE LA 5 O THE S -E OF 11NNESOTA G NO 4Na.„ NORTH 0 8 SLOE S-0 STILLWATER, MINNESOTA FOURTH FLOOR PLAN D TE ROTE T DESIC PAWN 8 23 2002 2005 00 0000 00 0000 00 EET A2 4 1 OUTDOOR DECK CO' R DECK ROOF PLAN A2 1 SCALE 1 /1 6" = 1'-0" SHEET J BUXELL ARCHITECTURE LTD NO TH SECO STR ET M N [NOES M EATA 40 DM- FAX 1334U040 BAN FA NNG OPENS nCECOMMU TES ARCHITECTURE LANDS -APE CHT.CTURE GRAPH CS HURLEY CERTIFY THAT THIS P AN PEC FICAT ON OR REPORT WAS PREPARED B ME OR UNDE MY DIREC SE➢TRVSON AND THAT I AM n D Y G S E ED ARCHITECT UNDER THE LAWS OF THE STATE OF NESOT Rf NO (400L.,, NORTH o e SfiNE 6-0 W W J z a � tv0 STILLWATER, MINNESOTA ROOF PLAN DATE 8 23 2002 PRo1ER 200500 DESIGN_ 000000 DRAWN 000000 A2 5 6 t 4- Ar--tr 4 4-4 P$ j-I _J Ir;1 7 - = L i I r r1 l r 12 3o Q L W og� 0 8$8g (The �o ts` f ateti 501 NORTH MAIN STREET STILLWATER, MINNESOTA 1 111 6 Pr I s I L_ ` v - Ir +r--ice - -1�J I it t f .IjI I\ I 1 a T f c- A Fnag m \ \ z N 8888 Cfge 4JsijStilrwater' 501 NORTH MAIN STREET STILLWATER, MINNESOTA "5-d� n�zi. 1- L E 11 1 Jim u 4eir. • 1 .=1 ; 1 i■I mon-i'!io el • 1 p 1 - i., mmS m LIIgg a� _ w88a z C?he4JsijStilCwater' 501 NORTH MAIN STREET STILLWATER, MINNESOTA S (o M EG R7 WI- / OF PGC\ 52 -4. 1 Co -hpP' or CooP (aLAT P..Wr) O —MA U LEYKL -0— ▪ $5-L 6MIlE Ram. ± g.t (I.c06'or rwor- ,116f6!>r j'iatr or root- (A -LT -12 G (At=T G2 G Tor OF 9LCWD FlYiT IZ44E. a Low 6 DC Tar or Po.FaPET S: (o 1' I o !- - .-�. L T 1�1L=90 1 412 e a plAr , GoVQ+£O Ffoc- -- opGN R2OP I G A n_ ,t . e- © pj J BUXELL ARCHITECTURE LTD 29 NORTH SLODNDSEREET MINNEAPOLIS MINNF90T NO I DJs) 3 FAX E133•00.0 U BAN PLANN NG OPENS/ACECOMMUNMES ARCWEECRLRE LANDSCAPE ARCHITEGIURE GRAPHICS ER ERTIE THA TNLS LAN SPE FICAT ON OR REPORT 5 AS PRE) VLFO MF OR UNDE M D PACT SUPERVISION AND THAT AM A D.l 0.EG STERED ARLIOECCP UNDER THE LAWS OF THE STATE OF BNNbOTA RE NO 44ggs, NORTH STILLWATER, MINNESOTA BUILDING SECTION DATE B 23.2002 PROTECT 2005 00 DESIGN 0000.00 DMWN 000000 SHEET A4 0 HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-48 Heritage Preservation Date September 4, 2002 Project Location 1801 Market Dnve Comprehensive Plan Distnct Business Park Commercial Zoning Distnct BP-C Applicant's Name Rick Palmateer — Universal Signs, representing applicant Type of Application Design Review Project Descnption Design review of signage for Cub Discount Liquor Discussion The applicant is requesting design approval of a wall sign for Cub Discount Liquor to be placed on the northwest side of the Cub building It would consist of a 5 ft "Cub" and 22 inch raceway mounted "Discount Liquor" single face illuminated wall sign The colors are the same as the existing Cub sign on the southwest side of the building This sign will remain and not be replaced The existing "Pharmacy" sign will also remain Recommendation Approval as conditioned Conditions of Approval 1 No additional signage 2 All revisions to the approved plan shall be reviewed and approved by the H P C Findings The proposal meets the intent of the West Business Park and Market Place Design Guidelines Attachments Application Form/Letter/Elevation Drawings 08/23/2002 15 42 6516452531 ,. / 2 20u: 15 4a 4.i0y81. UNIVERSAL SIGNS INC ,_,1T( STILLWAILN PAGE 02 rHUL L1 Case No: Date Filed. Receipt No • Fee: $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 215 NORTH FOURTH STREET STILLWATER, MN 550112 The appllcant Is responsible for the completeness and accuracy of all forms and supporting material submitted In connection with any application Photos, sketches and a letter of intent Is required All supporting material (1.e, photos, sketches, etc,) submitted with application becomes the property of the City of Stillwater. Fourteen (14) copies of ell supporting materials Is required. Ali following Information Is required PROPERTY IDENTIFICATION Address of Project j ft'Ag c 1 D/4- Assessor's Parcel No Zoning District _ Description of Project in detail 5j/ r,41/ 1U� goobvG G''6 Orscw4 G:Qdae "I hereby state the foregoing statements and all date, rnlormabon and evidence submitted herewith In all amperes, to the best of my knowledge end be/1e/, to be true and correct. t norther certify I will comply with Me permit I!!t Is gmnted and used" If representative is not property owner, then property owner's signature is mike Property Owner Cc-'f Representative UN /W4L 5.76»I ��►/c Mailing Address Mt C FO nil- Matting Address/off T/10Ase: RIPE Oty State Zip 4' - fri4 LI/0 " Telephone No _.,., Telephone No `1/-/V1 "A r City State Zip s4 /4JI / • Mv-' M Vocnwrnara\shiaa\20021dnspn rsvlrw prindtwpd AO 12, 2002 1ii,A;'C_06•`. 5reTc,1. CF !i 'v �. ZC }a 'r Y� *.{ }J .ky. N��1 4 5 `�p_i ? yW. t = �,� {{*��ts; '` r 3 r � 3 . ...si".�.•'�1...�: '".'�f. -.. ,.r„ , hXFa�;•, +i August 20 2002 City of Stillwater 216 North 4th Street Stillwater MN 55082 ATTENTION Ms Sue Fritzgerald REGARDING Cub Foods Sign Permits 1801 Market Drive Stillwater MN 55082 Dear Ms Fitzgerald Regarding the signage for the above location enclosed please find copies of our proposed drawings for your review Upon your approval of the enclosed sign program we will have our sub contractor file for the actual permit and submit the applicable permit fees Cub Foods recently received their liquor license They are interested in identification for this new business Cub Foods / Kieffer & Co Inc is proposing the following signage I Wall Sign A. Install (1) 5' self contained "Cub" and 22" raceway mounted "Discount Liquor" single -face illuminated wall sign onto building front as per drawing Should you have any questions or comments regarding the signage for this project please feel free to contact me at (847) 520-1255 x230 Thank you and I appreciate your help regarding this project Sincerely L-/fz/-)c) Julie Krenn Account Executive enclosures JCK/tbm 1322 Barclay Boulevard 'Buffalo Grove I Illinois 60089 I v 847/520 12551 f 847/520 1543 MON (COLOR) KM (WAWA rantc IMMO saint (moles) KILOS (0X0e) e[a/1s OwN4 g11Aa6 ITIIn/ 01) 0ET.000 (COIGN) UMW % (Men WINNOW (Me) WON (INOO(1» Mnn (TM) WON (COLON) MOM (ruse) TWE POPENI (WeE) tun s111e0110 (107N1) TaAMTOMOl (IWE/aA) EMCIRNAL NOUSNO Pea 04AN Te 040) WINO REOMID OIIM111' CIASWICAr01 lemfle 1 1RCl0Aiaa aECWee L00Am1I Cub Foods 3-11 1/8 5 S C Cub Letterset w/ 2 Discount Liquor Raceway Letterset RED Foces 8 9/16 — Electrical CUB FOODS S C LTRS CLEAR RED yY 2 T75 2 TE,Bd PLil1 MIN MOM9DADsps BINJ l'. METAL R iE:LANI .063 ALUMINUM NA NA METAL TUBE SUPPORTS 0NA SELF CONTAINED STANDARD LOGOTYPE YES 4 srAND Orr BRAOar's STANDARD 3/4 Plywood Blocking Detail NT5 ACRYUC FACE NEON TUBE ILLUMINATION ENCLOSURE OF ALL WIRING (U L LISTED) METAL TUBE SUPPORTS 1/8 X 4 STAND-OFF MOUNTING BRACKET OPST OISCONECT SMTCH NTH SMTCH PLATE FOR DPRI/VET WALL THROUGH -BOLTS ASHERAND NUTS FIELD MRINC CONNECTIONS rJE_ 23 2 1/8 11 9 3/4 RACEWAY -MOUNTED LETTER KM (COLMa) 1to1 (OM14Ea) at/MC (Caen) eon= (RRa1ta1) NUM (came ernAae (rIO) W ILMS aslAnemia ) MUNN% crown « Prey (n'P0) N oes (newes0 Man 01713 AeCLNv (COLA) N am (marl TUBE SUPPORT OWE) nNt 10Pan (tan) IR.rVOlete (IYPE/11A) ai00an 1AMM t art (RIABER/111/6) EPMY MWno arm OMS/KAOa1 MaraC 1PEOTICANWS ELECTSCAL LO4ATON Am RED 1 nee2 REO PLEXIGLAS NJAYN MOORE 975 ACRYLIC PDLYUREINANE 1/2" DEEP, .040" COIL STK NATCN RETURNS A YUC POLYURETHANE Y TA} RETAINERS 3 ALUMINUM UATO1 eutoure r450A (ACRYLIC POLYURETHASS AN[ L 1 4' 36 Y A. 00 Porcelain Heeslne STANDARD LOGOTYPE YES KS NA STANDARO 3/4 Plywood Blocking Option NTS. ACRYuc FACE NEON TUBE ILLUMINATION ENCLOSURE OF AU. WIRING (U L LISTED) GLASS TUBE SUPPORTS 7 x r BREAKTCPMED ALUMINUM RACEWAY DISCONECT SNITCH N TH S4TO1 PLATE NTH 1/4 ALUMINUM MOUNTING PLATE (MIEN REQUIRED) 1/2 ENT CONOUIT Ex1END BEYOUND WALL TO BAOI OF BRACKET Feu WITH CAULK 3/4 PLY11000 F 001400 WALL 3/4 Plywood req d behind wall for mounting 7 —7 5/16 Main electrical out 10 won located behind 1 Actual Area = 179 sq ft FACE OF LETTER RETAINER IS SCREWED INTO RETURN 050 LETTER RETURN LARGE RETAINER RETAINER DETAIL NTS ifer SHEBOYGAN OFFICE PO BOX 1087 SHEBOYGAN WI 53082 1087 ATLANTA CHICAGO MILWAUKEE CorporalHeadquarters Sheboygan WL CUSTOMER Cub Foods LOCATION ✓ a r i o u s DESIGNED BY MAK ACCT REP J Krenn DATE 4 / 22 / 02 PPAO EDDY D YE © 2002 KIEFFER A CO INC 1�ro fwlr re e enrrna ra. .0/n ■ O noun° r1. NON 11 roan nN .INN Mr/a0. 1r On.. 4 OD..0 VL LIT 0 w 0 w Q 1 1 1 1 1 I 1 1 1 Z Z 0 to w cc m N (N) O N 1,..) 0 0 0 9 Q -3 s° STILLWATER MN SITE SIGNAGE Standard 5 Cub & 1 10 "Discount Liquor Internally &umbrae& lettaruts REF DWG /C45449 Slondand 3 'Pharmacy Internal) &amMoted RACEWAY Mounted I Morsel REF DWG /C12263A STOREFRONT ELEVATION Standard 10 & 6 — 6 Cub Feeds Sall Carrlolaed Internally Mamie led letterset REF DWG /C11033 Slondond 4 24 Hour Savings I ter ally 111 mnale& RACEWAY Mau 1e& letterset REF DWC /C13721 Ci1b Foods Scale- 1/16 w 1 — 0 Klifi_L__.r 101000,114. MU! PO e110l0V01/I Va. 1100.10) TAM Cruaa 10.W0,10!E Cu9TONER Crb FRode LOCATION SI&.oler MN ardor 00ev rut KOV REP erw. 001E e / a / 07 awn larraA co rc. =ari 6ON LIVED z U O HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-49 Hentage Preservation Date September 4, 2002 Project Location 1951 Northwestern Avenue Comprehensive Plan Distnct Business Park Commercial Zoning Distnct BP-C Applicant's Name Ross Buschman, representing St Croix Orthopaedics Type of Application Design Review Project Descnption Design review of sign package for DiaSonn buildings and signage for St Croix Orthopaedics Discussion The applicant is requesting design review and approval of a sign package for the DiaSonn buildings and approval of signage for St Croix Orthopaedics There will be four signs (see site plan) Sign number 1 will be a shared directional sign DiaSonn is on the top It will be 24" by 48", color will be the same as DiaSonn, blue background with white Iettenng It is not lit Sign number 2 is a 24" by 36" directional sign for St Croix Orthopaedics It will have a blue background with white Iettenng This sign is not lit either Sign number 3 is a 5 " by 7'3" freestanding sign that will have St Croix Orthopaedics and other potential tenant names on it This sign will have a brown background with white backlit Iettenng on it Sign number 4 is a replacement of the face of an existing monument sign It now says DiaSorin and American Standard The new monument sign will say DiaSonn Centre, with the address It will be blue with white backlit letters Recommendation: Approval as conditioned Conditions of Approval 1 No additional signs Findings The proposal meets the intent of the West Business Design Guidelines Attachments: Application Form//Site Plan/Photos Case No mice.- 4S Date Filed % Receipt No . Fee• $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application Photos, sketches and a letter of intent is required All supporting material (i e photos, sketches, etc ) submitted with application becomes the property of the City of Stillwater Fourteen (14) copies of all supporting materials is required All following information is required PROPERTY IDENTIFICATION R3,2 Diu .20 4/4/ DCUCC j7 A, 3.zv 1/4/ a v /D 0, Address of Project/9s/ ✓)crl/►rces kfri 4et Assessor's Parcel No.e3 a Div) 6/9 6D/1/ G Zoning District Description of Project in detaiilt) -re nan / /milu//JPhJ en lasspl ,ndr o1 bcciJ #n� >eeP Drecbcsial .5; j/ia € kr sl Cn,,x 9rf or/ /1cry-kyr:kirm /kef fin Ulwa y& Pil''".9s S1//ldj {� nrQ�C� Gill re ' /a aJt'c/ or, dP��JCI PttrA 5e O1 /7 e &)sji1aje iS 7 j L(e iii n-ioa'iZ% %%16t iJ('bad. nis "I hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct I further certify I will comply with the permit if it is granted and used" If representative is not property owner, then property owner's signature is required Property Owner, ioSSn" si-,(' Representative 12ess 2r/sc/L/11etA Mailing Address'', j t is £, /9S//1/rAtie/k4 hie Mailing AddressPv r30.rde5, /l5//1/rfiIkFJk.,r/,�r/ City State Zip L5)L+ Wailer, r, /J'r,-i SS o sra Telephone No (Z/57i 1/3 9-4 '7/ n Telephone No A,siJ '4/3 9-97/0 City State Zio. Ski//tJic/ mn ssd�'d H \mcnamara\sheila\2002\design review permit wpd Apnl 12, 2002 v 5,5 ++- , -04 $. 111 " „V. grbk ,;41iron al "•• • 1.-A • 11-• per 4 7' 5 1,'"•, d r.,,L, ,,, y i--• , qui . -,- 1 -.="`'.:•; -44.-- 9'4':44(44GP."L'.."'C'— •7‘ .-- -,':' ,--, .,..„ - , 7 _ 1 --,..,- — ' '-'7,-- 1 t -z+ , f .477-1. .:-..41.,,,,,---":_t '7:-..,;.-----; -,t,,,,,,,44- _ ,' ,, - - --14- ^.- -s` ,....„,:: _... ,;.4, — 4— — ''./ ,- 7,,,Z=,, , _,__ ,„,../. "'-',. ,...... ' 1 -..,-, ..--•--..,...-......p, 1 -,...- •-1 C ," - -,,,, ............,weet,... ie...A..u.4...„........, -.6).....,, ...q..2...,,,,../,°T ...1, ++- ... , 'r.-....., ..z._ - - ) s , V - ,--)-'-r. 7. ^ Z`..:.:,, i' V) -.''. ....,_ a-J , a ',.....6.....a..13.., .4 -El, ! ‘... ., ar,--• ,L, 4T , ... .7 '. ,I / 55 r1 c,,, ti 1/8' Aluminum Plate Painted Light Blue I • Si'ngle Face Non -Illuminated L-Sha •ecl Directional Sign Scale: 3/41=1-0" Face & Square Tubes WiII Be Painted To Match PM5 541 White Vinyl Copy 4 48' 4' Shipping: & Shipping & Receiving Receiving 5 T C ROIX• ORTHOPAEDICS 'ate r�y • ,Re (� 1� ROUTE 4 8 8 6 7 1 1 CUSTOMER APPROVAL DY DATE / / CUSTOMER Dlasorin 5t Croix Orthopaedics These plans are the exclusive property of Lawrence Sign and are the result of the original work of its employees They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Lawrence Sign a sign manufactured according to these plans Distnbution or exhibition of these plans to anyone other than employees of your company or use of these plans to construct a sign similar to the one embodied herein is expressly forbidden In the event that such exhibition occurs Lawrence Sign expects to be reimbursed $2 000 in compensation for time and effort entailed in creating these plans ACCOUNT EXEC Ted Kroska DATE / / DRAWING Dlasorin St Croix Orthopaedics PRODUCTION MGR. x DATE / / DATE DRAWN 6 16-02 94.5 PIERCE BUTLER s T PA UL W45.51114. (6 5 1) GRAPHICS PRODUCTION x DATE / / REVISED 717 02 DRAWING BY Jasper PRIMARY ELECTRICAL SERVICE 120 Volts 1/8 Aluminum Plate WIII Be Painted Duranodlc Bronze Single Face Non -Illuminated Directional Sign Scale:111=1-0" Face & Square Tubes Will Be fainted To Match f M5 #541c White Vinyl Copy 3" 36" 3' ll w ; • '1R , II f . I '..., 9 4 5 PIERCE BUTLER ROUTE sT PA ULL M N.557104(6 51 ).t;6 B 6 r 1 t CUSTOMER APPROVAL BY DATE / / CUSTOMER Dlasorin St Croix Orthopaedics These plans are the exclusive property of Lawrence Sign and are the result of the original work of its employees They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Lawrence Sign a sign manufactured according to these plans Distribution or exhibition of these plans to anyone other than employees of your company or use of these plans to construct a sign similar to the one embodied herein is expressly forbidden In the event that such exhibition occurs Lawrence Sign expects to be reimbursed $2 000 in compensation for time and effort entailed in creating these plans ACCOUNT EXEC Ted Kroska DATE / / DRAWING Diasorin St Croix Orthopaedics PRODUCTION MGR x DATE / / DATE DRAWN 6 18 02 GRAPHICS PRODUCTION x DATE / / REVISED 7 17 02 DRAWING BY Jasper PRIMARY ELECTRICAL SERVICE 120 Volts Single Face Illuminated Monument Sign Scale: 1 "=1-O" 5 • Aluminum Cabinet Faces T Bars, Pole Wrap & Retainers Will Be Painted Duranodic Bronze • Faces Will Be Routed Out Aluminum Backed Up With Whtte Plex • Removable Tenant Inserts • Reveal Will Be Painted Light Blue To Match Building • Lit With High Output Flourescertt Lamps ILAIWirell1Ce CUSTOMER APPROVAL BY DATE / / CUSTOMER Chasers, St Croix Orthopaedics These plans are the exclusive property of Lawrence Sign and are the result of the original work of its employees They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Lawrence Sign a sign manufactured according to these plans Distribution or exhibition of these plans to anyone other than employees of your company or use of these plans to construct a sign similar to the one embodied herein is expressly forbidden In the event that such exhibition occurs Lawrence Sign expects to be reimbursed $2 000 in compensation for time and effort entailed in creating these plans ACCOUNT EXEC Ted Kroska DATE / / DRAW NG Dlasorin St Croix Orthopaedics PRODUCTION MGR. x DATE / / DATE DRAWN 6 16 02 GRAPHICS PRODUCTION x DATE / / REVISED 7 17 02 945 PIERCE BUTLER ROUTE 5T PA U L M N 5 5 50 4 (6 5 11 4 e 6 6 T 1 1 DRAWING BY Jasper PRIMARY ELECTRICAL SERVICE 277 Volte •Face Replacement For Existing Double Face Illuminated Monument Scale: 1/21=1-0" 1/8" Thick Aluminum Faces WIII Be Painted To Match PM5 #541c Copy & Underscore Will Be Routed Out & Backed Up With White Flex 4 15 DiaSqrin Centre 1990 Industrial Blvd.. 945 S T PA U L �j/Q J��• • 4j ,'.�l I CUSTOMER APPROVAL f3Y. DATE / / CUSTOMER DlaSonn These plans are the exclusive property of Lawrence Sign and are the result of the original work of its employees They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Lawrence Sign a sign manufactured according to these plans Distribution or exhibition of these plans to anyone other than employees of your company or use of these plans to construct a sign similar to the one embodied herein is expressly forbidden In the event that such exhibition occurs Lawrence Sign expects to be reimbursed $2 000 in compensation for time and effort entailed in creating these plans ACCOUNT EXEC Ted Kroska DATE / / DRAWING DlaSorin Face Replacements PRODUCTON MGR..x DATE / / DATE DRAWN 7 17 02 l� PIERCE BUTLER ROUTE M N 5 51 0 4 (651 )48 & 6 7 1 1 GRAPHICS PRODUCTION x DATE / / REVISED & 9 02 DRAWING 13Y Jasper PRIMARY ELECTRICAL SERVICE 120 Volts d SMm• SCALE 50 in LEGEND —CA— to, P1P 90. bje V n ty M p 3O 2 scan Kern — Paule — SURVEY FOR DlaSorin 1nL 1900 Industrial Boulevard Stdlv.atLr MN 55082 0 O 'O 0 CERTIFICATE of SURVEY MINOR SUBDIVISION — DIASORIN PROPERTY Th p Fp f hi ro y I t f bated 111 ere Ling I MI S Lid Ohl 11h tb City f Stlu ter Th parcel h 1 b created f F bra y 15 2002 1t 1 p safe! 1b tb fin I parcel may be d1R re tb as eh Oro h reo 71 f 1 re rd f Eh Clay f Still t eh Id be b bed 1 of 113 tb C only Record OM f 1h flu 1 d tell of tb p reel Stillwater Industrial Park By 0o um I N mbar 37801J Recorded on 7/28/78 J GA5 SERVICE Y I ELECTRIC SERVICE LINE IELEPNOVE SERVICE UNE MANHOLE 1.101T POLE IER LE BUILDING LL STORY SEr1ER C4 01 B 51 TELEPHONE PEOEs0AL/ PERMIN L BO 9O8 IDRAN1 CONCRETE SURFACE Nos Under Croy d UId to 9r en Are Per Plan NOTES SET (.10 D mar PLASPIM M MCQul00 paCAPPEO ,P10.44 RIO ad). UNLESS 91 01 MOW. 00/01E5 NCH 41 P50 MDNAKN (010 9S NIP r1Amml6 AS SImN ASTNm MAW,. 515101 d AS0 Tower Drive 1,0 Stillwater, Minnesota Feeleys Addition By Doc mall mb 107 Receded on 7/3 /BO WOODED AREA 36 36 E 709 49 PARCEL Folz Freeman Dupay & Associates Inc �h jI LAND SURVEYING LAND PLANNING Y S520 MEMORIAL AVENUE NORTH STILLWATER MINNESOTA 55081 1651) 439 8833 Feu (851) 430 9331 F: Ma parrot Los ! Blmk Oa ST CROIX BUSINESS PARK, acna0im Na pfa rMmfm Ak and ofmordto the odds of the Camay RmNdc WoEMlloc Cam, Almmomblw co 4fr of de 1m.a!MAIL 0 NUCLEAR INDUSTRIAL PARK rmdiar N the phi dmorfw Eh rod f re<wdmad calm of the Comfylineadm RA.A.P®Comb L®u and de 0d•nl amnion Noma m4mmm,3 M®q mole or less Sol sect N erwmnaar and mamma n afr ood Ifmy Lot PA CEJ. TDnprO L 81 4 On 5T ( Dr BUSINES. ARK uadmg OrP19 thereof co Oh and of mord In tbnalfinc frh. County Recorder WmhWmo Caney Mmnaam tyros m dyafm mmJf mom. afde oath hoe *DIMS INO NIII" OAR 1No(STRLLL PARK mach, N de plat Marano air and Bfiamdb cadence aide Comte Recorder Wmyoglad Loamy Minions rod9,o card ofthe naa bee of and 11UNO NUCLEAR USIRIAL PARK contemns 260 sm.rmre rryme m name.. and mammals aaramd m 6 Block Three hewE s . �d? OLD 21Al2 OD1D 5 OPOSE E S8SA5 DETAILS a'wCai 9mRM 0uoawwrs 0M OP YMCA HI REM WKS... MOLAN Lies or TIE c 0 Bud Kern ev m Ma mean av ,/,L N� MY' I MD mow. ONM0. Y/ 1G A.W 1009E SEms1MnW XAOP NOTE 0 CAL COPIES Or THI AR ERNI SEALED My tip ]I D2 0 m — F IL Fromm. IPp h Aswcvls I0 — All FhM Raa 0d 4 HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-50 Hentage Preservation Date September 4, 2002 Project Location 609 South Fifth Street Comprehensive Plan Distnct Two Family Residential Zoning Distnct RB Applicant's Name Michael Hoefler — Architectural Network representing St Paul Lutheran Church Type of Application Design Review Project Descnption Design review of an addition and remodel of St Paul Lutheran Church Discussion The applicant is requesting design review and approval for a 3,042 square foot addition to the existing church The proposed addition will replace the existing link and courtyard between the original church structure and the 1966 addition All exterior finishes will match existing brick and tnm materials The roof top units will be screened by aluminum composite pane located on the northeast part of the roof Two air conditioning units are located on the ground on the northwest side of the building As a condition of approval staff will recommend that these be screened with plant materials Trash storage will be within the building The parking lot will be lit with six 20 ft light poles, and the parking north of the church will have two poles The fixtures will be a "shoebox" type keeping the light on the property It is staffs recommendation that a photo timer be installed and the lights shut off around 10 p m A 5 ft by 10 ft stone and brick monument sign is proposed at the entry on South Fourth Street The brick would match the building brick It will be lit with ground lighting We will know at the meeting if there is going to be a reader board on the sign or if it's going to be just the church name and address Recommendation: Approval as conditioned Conditions of Approval 1 All revisions to the approved plans shall be reviewed and approved by the Heritage Preservation Commission 2 Landscaping shall be completed before the Building Official issues Certificate of Occupancy 3 All utilities shall be completely screened from public view 4 Light sources shall be shielded from direct view and protected form damage by vehicles 5 Continuous concrete curbing shall be installed to separate parking areas from landscape areas 6 Handicapped parking spaces and signage, in compliance with State requirements, shall be shown on building permit plans and installed before final inspection of the project 7 The street address of the building shall be displayed in a location conspicuous from the public street 8 Fencing, as indicated on the plans, shall protect all trees required to remain on site, or other necessary measures shall be taken to prevent damage during construction activity 9 No roof equipment shall be visible to the general public 10 All gutters, downspouts, flashings, etc shall be painted to match the color of the adjacent surface 11 Construction projects shall conform to the City's Noise ordinance Construction during the dry season shall mitigate excess dust problems 12 A sign permit shall be required for all project signs 13 Grading and drainage plan to be approved by City Engineer before building permits are issued 14 All secunty lights on building shall be downlit 15 All exterior modifications to the approved plan are to be reviewed by Community Development Director Attachments Application Form/Letter/Construction Documents Case No btla2• ict) Date Filed $ -22• p2 Receipt No Fee: $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application Photos, sketches and a letter of intent is required All supporting material (i e photos, sketches, etc ) submitted with application becomes the property of the City of Stillwater Fourteen (14) copies of all supporting materials is required. All following information is required PROPERTY IDENTIFICATION Address of Project 609 S 5th Street Assessor's Parcel No Zoning District Rs Description of Project in detail Addition & remodel of the St Paul Lutheran Church Lsee attached lat-tar of Intent). "I hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct. I further certify I will comply with the permit if it is granted and used" If representative is not property owner, then property owner's signature is required Property Owner St Paul Lutheran Church Representative The Architectural Netwc Mailing Address 609 S 5th Street City State Zip St].liwater, MN 55082 Telephone No 651-439-5970 Mailing Address 12445 -55th Street City State Zip Lake Elmo, MN 55042 Telephone No 651-430-0606 (Gvmy SchP zge2 SPLCCounc,c,e. Ph.eStiaent H \mcnamara\sheila\2002\design review permit wpd Apnl 12 2002 ARCHNET 1 1 THE ARCHITECTURAL NETWORK INC 12445 55th Street Lake Elmo, MN 55042 August 23, 2002 Attn Hentage Preservation Commission Committee Community Development Department City of Stillwater 216 North Fourth Street Stillwater, MN 55082 Ph 651-430-8800 Fx 651-430-8810 Dear Commttee Members, ARCHITECTURE PLANNING INTERIORS CONSTRUCTION Phone 651/430 0606 Fax 651/430 0180 www archnetusa com Please find attached the materials for the Heritage Preservation Commission submittal for St Lutheran Church m Stillwater, Mmnesota We are proposing a new addition with a net gam of 3,042 square feet to the existing structure The proposed design consists of replacing the existing link and courtyard between the ongmal church structure and the 1966 addition Included m this addition are ADA compliant restrooms on each level, a new passenger elevator, Handicapped parkmg spaces and a new fire sprinkler system Also, incorporated mto in this proposal are improvements to the grading, drainage and landscaping of the site Please refer to supportmg matenal and if you should have any comments feel free to contact us Sincerely, Michael Hoefler, AIA CID Principal e-• OPTICAL SYSTEMS REFLECTOR ASSORTMENT All preferred Illumination Engineering Society (IES) recom- mended light distribution patterns are available in the ARS reflector systems For the ARS-RT series, any site may be uniformly illuminated using combinations of IES types II III, IV or V A sample layout is presented on page 5 of this catalog IES TYPE 1I IES IES TYPE 111 TYPE IV (FORWARD THROW) AA AEI AA2 IES TYPE V SEALED OPTICAL CHAMBER Sealing the optical chamber from the external environment s vital to its long term efficiency Bugs dirt and other ontaminants must be stopped at every point of entry The first me of defense is a one-piece reflector lens doorframe and the ise of resealable gasketing materials Together they work as a EXTRUDED ALUMINUM MOUNTING ARM CONCEALED FASTENERS unit to prevent unwanted contaminants from entering the lamp chamber Additionally the lamp compartment is sealed to prohibit particulates from entering through the pole or the electrical assembly ONE PIECE ALUMINUM HOUSING QUICK ACCESS TO BALL cT CO\IPARTMENT TEMPERED GLASS LENS SEALED OPTICS EASY ACCESS LATCHES 3 -RT LAMP SPECIFICATIONS mps supplied with luminaires have a mogul base and are oated. Available lamp/housing configurations: 175 MH ED2$ 400 MH ED37 250 MH ED211 400 MH ED28' 150 HPS Eli 250 HPS Ell 400 HPS Ell Reduced Jacketed Lamp 1000 MH ED37' 400 HPS Ell 1000 HPS E25 USING piece aluminum sheet formed into 90° corners velded IS AND DOOR FRAME tempered flat glass lens 188 thick thermal and impact ant set into extruded aluminum doorframe and sealed E P D M gaslet Doorframe shall have two hinge pins sinless steel and two quarter turn latches for access to tor module without the use of tools Lens and doorframe form a protective seal with reflector module to prevent the nce of contaminants LECTOR MODULE ctor module is precision hydro formed aluminum ically brightened and anodized to a semi specular finish and throw type IV faceted reflector is an electro chemically tened anodized and sealed homogeneous aluminum sheet ctor module is available in standard IES distribution rns II III IV (forward throw) and V Reflector module is otatable in 90° increments DIMENSIONS Note: For mounting c.niigurations 29, 39 and 49, mounting arm (iimensi•n D) is 12" Ions. ELECTRICAL MODULE All electrical components are U L and U L C recognized factory mounted to a single modular plate Modular plate is held in compression by mounting arm and pole providing increased structural integrity of housing Electrical assembly is easily accessible through reflector module Ballasts are h gh power factor rated for 20°F starting Multi tap ballast supplied for 120v 208v 240v and 277v operation 347v and 480v ballasts are available in all configurations except ARS RT 19 400w HPS luminaires All luminaires are supplied with clear lamps installed Optional fusing of luminaire is available MOUNTING ARM One piece extruded aluminum mounting arm with non slip tie rod channels for accurate alignment to pole No fasteners are visible Pole reinforcing plate is included FINISH Housing and mounting arm are washed in a seen stage phosphate impingement conveyer and then finished in 3 5 mil thick polyester urethane powder colt paint standard t;rishes are dark bronze black white and natural aluminum 6 Sample Order Number ARS RT 19 400MH 5 1 20-BZ/SSS 25 5 7 29 BZ SERIES ARS TYPE. RT SIZE 19 LAMP TYPE REFLECTOR 170- 2 VOLTAGE HOUSING FINISH OPTIONS FL (Fuse Luminairelw — MT BZ (Dark Bronze) wow 250 MH 3 347 BK (Black) VF (2 Vertical Slip Fitter) 400 MH J 5 480 WH (White) HF (2 Horizonrats1ip Fitter) 150 HPS I F NA (Natural Aluminum) HS (House Side Shield) 250 HPS NS (Non Standard Finish) ARS RT 25 400 HPS 400 MH 2 MT BZ (Dark Bronze) FL (Fuse Luminaire) a 1000 MH 3 347 BK (Black) VF (2 Vertical Shp Fitter) 400 HPS 5 480 WH (White) HF (2 Horizontal Shp Fitter) 1000 HPS F NA (Natural Aluminum) HS (House Side Shield) NS (Non Standard Finish) MT denotes multi tap ballas Please specify voltage 1 20v 208v 240v 277v ARS RT 19 400w HPS luminaires are not available in 347v and 480v versions ARS-RT POLE ORDERING MATRIX SERIES SSS LENGTH 20 SIZE 4 GAUGE MOUNTING POLE FINISH 11 ( 120 ) 10 F I BZ.(Dark Bronze) 25 4 11 (120 ) 28 ta-a BK (Black) 25 5 7 ( 179 ) 29 WH (White) 30 5 7 (17 9 ) 39 AL (Natural Aluminum) 49 als NS (Non Standard Finish) LUMINAIRE WIND LOAILRATI.NG TABLE MOUNTING - EPA EPA ARS RT 19 ARS RT 25 10 tt- 1 5 2 5 28 a--0 3 0 5 0 29 si 30 50 39 11-f-e 41 1 67 49 52 84 POLE WIND LOAD RATING TABLE SERIES LENGTH .SIZE GAUGE POLE EPA SSS 20 4 11 69 25 25 4 11 3 16 6 7 9 8 Rating at 80 mph w/1 3 gust factor the interest of continuous product improvement Sterner Lighting Systems Inc reserves the right to change specifications without notice 411M-NOIMMIIMPWL-c r Ex 588 ITV 8392 SAN CUT EX1511 BITUMINOUS & MATCH EX6TNG BITUMINOUS CL CURB AND GRADE CONNECT To EXISTI WATERMAN WITH 6 AND 6 VALVE S4k WARNING THE CONTRACTOR SHALL CONTACT ALL PUBUC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES CABLES CONDUITS PIPES MANHOLES VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER CORE DRILL AND CONNECT TO EXISTING 27 VCP SAN SEWER 0 0 80% OF PIPE INV .838 21 t VERIFY INV PRIOR TO CONSTRUCTION EXISTING INV -B36 41 UT AN1� CH i1115f1. UMNOUS CL 5 NESS AND MAT EXISTING CB I RIY-847 00 NV e842 97 WEST WILLARD STREET CONNECT T XISTING CB INV -BAi7 VERIFY INVERT .It/firth PRIOR TO CONSTRUCTION 5 SAWCUT EXISTING BITUMINOUS AND CURB MATCH EXISTING THICKNESS BITUMINOUS CL 5 AND EXISTING GRADE CONSTRUCT MH 1 OVER EXISTING 12 RCP STORM SEWER RIMa949 2t MATCH GRADE IN FIELD INV e843 72t VERIFY IN FIELD PRIOR TO ONSTRUCTION R — Y n 0 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 1 REFER TO ARCHITECTS 517E PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS 2 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS SHOWN OR NOT SHOWN ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY 3 THE UTILITY CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE BUILDING PIPE SYSTEM SERVICE CONNECTIONS LOCATIONS AND PRIOR TO CONSTRUCTING 4 ALL UTILITY WORK SHALL BE PERFORMED N ACCORDANCE WITH THE CITY OF STILLWATER SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS 5 6 WATERIINN SHALL BE CLASS 52 DIP CONFORMING TO THE REOUIREMENTS OF ANSI/AWWA CL51/A2151 AND C104/A21 4 SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CI10/A21 10 OR ANSI/AwwA C153/A21 53 HVORANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO OR APPROVED EOUAL COMPLYING WITH THE THE CITY OF STILL WATER GATE VALVES SWILL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REOUIREMENTS OF AWWA C509 ALL PLUGS TEES BENDS AND OTHER THRUST POINTS SWILL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG FITTINGS AU. WATERMAN SHALL BE INSTALLED WITH A MINIMUM OF 7 5 COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTMTY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21 11 BEFORE BEING PLACED 8 SERVICE THE COMPLETED WATERMNN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH 6 SANITARY SEWER SHALL BE 6 PVC-SOR-35 UNLESS NOTED DIFFCRENTLY MANHOLES SHALL BE 48 DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478 CASTING SHALL BE NEENAH R 1642 WITH TYPE "B COVER MANHOLES SHALL HAVE A WNIMUIA OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS ALL PIPE CONNECTIONS TO EXISTING UTIUTY STRUCTURES SHALL BE NOR-N-SEAL OR CITY APPROVED EQUAL FOR CONCRETE BLOCK OR BRICK STRUCTURES CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE GROUT AROUND PIPE TO CLOSE OPENING AND REPAIR STRUCTURE TO CITY REOUIREMENTS THE CONTRACTOR SWILL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CM' INSPECTIONS NEEDED FOR CITY ACCEPTANCE 7 STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EOUAL 8 10 CATCH BASINS SHALL BE 2 X 3 PRECAST REINFORCED CONCRETE CASTING SHALL BE NEENAH R-3067V WITH CURB BOX 0R APPROVED EQUAL MANHOLES SWILL BE FOUR FT DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTN C478 CASTING SWILL BE NEENAH R-1642-8 MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS UTlUTY TRENCHES SHALL BE COMPACTED TO 95R STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0698 78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100X STANDARD PROCTOR IN THE UPPER THREE FEET CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF STILL WATER ALL CURB AND GUTTER SHALL BE Mn/DOT TYPE 13612 CONSTRUCTED N ACCORDANCE WITH M /00T 2531 �YC 9 W 1ERUN 6 DIP WATEL. p 54NRARY r14ER.-. p SAN SEV(W LEGEND DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAJN HYDRANT & GATE VALVE DENOTES PROPOSED WATERMAN HYDRANT & GATE VALVE DENOTES EXISTING SNITARY SEWER DENOTES PROPOSED SANITARY SEWER ACHNET THE ARCHITECTURAL NETWORK INC ARONE0UIE 81.888e INTERIOR 0[SGN CONSTRUCTION SMUMEIENT 12445 551e STREET SUITE A LAKE El8O. WE 55042 MOTE 651/430 0606 FAX 651/430-0180 SCHOELL & MADSON INC ENGNEERS SURVEYORS PUNNING SOIL TESTING ENNIRONIEMAL SERVICES 10580 WAYZATA BOULEVARD Su11E 1 IAINETOINA, MN 55305 (952) 546 7601 FAX (952) 546-9065 ay. 8 ho umodson om Project ST PAUL LUTHERAN CHURCH 609 SOUTH 5th STREET STILLWATER MN Project No Drown By Checked By Dote Revs ons Item Date I hereby ally 1h t th s pl sp 1 ton or mart p mar e m by or der my o est vi 9uper9on and th l I pm a ly L en eP I soh g er der lh low 1 lh St t 1 MINNESOTA 5g t Nom 0 t Reg N Rw ed By Dt Sheet The UTILITY PLAN Sheet Number C S MI PROJECT NO 63106-006 SHEET 2 OF 3 SHEETS 02000 The Ardl9ldural *NMI. Irc. Q v S-M5OLS DRAWING TITLE DRAWING NUMBER DRAWING NAME P R OOPLAN WEST WINS 1/8 1-0 DRAWING SCALE COLUMN LINE GRID end NUMBERS NEW COLUMN NUMBER EXISTING COLUMN NUMBER SECTION TARGET SECTION NUMBER SHEET NUMBER DETAIL TARGETS SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER ELEVATION TARGET SECTION NUMBER SHEET NUMBER Io1 ROOM NAME end ROOM NUMBER O17ICE - ROOM NAME - ROOM NUMBER 1 FIRSTFLOOR I00-0 �PLOOR ELEVATION TARGET FLOOR OR LEVEL BUILDING DATUM ELEVATION REVISION TARGET REVISION AREA CLOUDED M TE IA INDICATIONS EMmA EARTH/COMPACT FILL GRAVEL/POROUS FILL CONCRETE SAND/MORTAR/PLASTER COMMON/FACE BRICK STONE MARBLE I% // /t /// S?SASM? STEEL / ALUMINUM FINISH WOOD PLYWOOD BATT OR SEMI RIGID INSULATION RIGID INSULATION ROUGH WOOD BLOCKING / SHIM 609 SOUTH 5TH STREET STII,LWATER MINNESOTA CODE DATA MAIN LEVEL PLUMBING FIXTURE CODE REVIEW OFFICE EXISTING 4243 50 FT OFFICE NEW 1443 50 FT GATHERING SPACE 3850 SO FT WORSHIP SPACE 3509 SO FT TOTAL OGGUPANTS OFFICE 5686/200 28 OGG (14 MEN 14 WOMEN) I WC I LAV MEN 1 INC I LAV WOMEN GATHERING 3850/30 128 OGG (64 MEN 64 WOMEN) 2 INC 2 LAV MEN (SUB I UR FOR INC) 2 WC 2 LAV WOMEN WORSHIP 250 SEATS (115 MEN 115 WOMEN) I WC 1 LAV MEN 2 WC LAV WOMEN LOWER LEVEL PLUMBING FIXTURE CODE REVIEW CLASSROOMS EXISTING SOCIAL HALL GATHERING KITCHEN ANSUL SPACE CLASSROOMS NEW 4066 50 FT 4200 50 FT 1120 50 FT 620 5O FT 1579 50 FT 1500 50 FT TOTAL OCCUPANTS CLASSROOMS 4066/30 136 OGG (68 MEN 68 WOMEN) (EXISTING) I WG I LAV MEN INC 1 LAV WOMEN SOCIAL HALL 4200/30 140 OGG (10 MEN 70 WOMEN) 2 WC 2 LAV MEN 2 WC 2 LAV WOMEN GATHERING 1120/30 38 OGG (19 MEN 19 WOMEN) I WC I LAV MEN I INC 1 LAV WOMEN CLASSROOMS 1500/30 50 OCG (25 MEN 25 WOMEN) (NSW) I INC I LAV MEN 1 WG I LAV WOMEN ANSUL SPACE 1319/200 6 OGG (3 MEN 3 WOMEN) SUMMARY OF MEN 5 REST ROOM UPPER LEVEL I REVISE EXISTING TOILET ROOM TO I INC I URINAL 2 LAVS TO COMPLIANT A D A FOR A COUNT OF (2 2) 2 ADD SATAF F MEN 5 TOILET TO COMPLAINT A5 DO NOT COUNT CRY ROOM TOILET OR EXISTING PASTORS OFFICE TOILET LOWER LEVEL I ADD NEIW TOILET ROOM TO COMPLIANT ADJACENT TO ELEV LOBBY FOR A COUNT OF (2 + I) 2 LEAVE ROOMS NAS-ION k0 NT (2 SOUTH TOILET +2) 3 DO NOT COUNT TODDLER TOILET SUMMARY OF WOMENS REST ROOM UFPER LEVEL REVISE EXISTING TOILET ROOM TO 2 INC d 2 LAVS TO COMPLIANT A D A FOR A COUNT OF (2 + 2) 2 ADD SATAF F WOMEN 5 TOILET TO COMPLIANT (1+1) 3 DO NOT COUNT CRY ROOM TOILET OR EXISTING PASTORS OFFICE TOILET LOWER LEVEL I ADD NEW TOILET ROOM TO COMPLIANT ADJACENT TO ELEV LOBBY FOR A COUNT OF (2 + I) 2 LEAVE NON COMPLIANT SOUTH TOILET ROOMS A5 IS -COUNT (2 2) 3 DO NOT COUNT TODDLER TOILET DRAWING INDEX TI TITLE SHEET GI GRADING PLAN G2 UTILITY PLAN G3 DETAILS AI MONUMENT 516N DETAILS A2 LOWER LEVEL DEMOLITION PLAN A2 I UPPER LEVEL DEMOLITION PLAN A3 OVERALL LOWER LEVEL FLOOR PLAN A3I OVERALL UPPER LEVEL FLOOR PLAN A32 OVERALL CLERESTORY FLOOR PLAN A5 EXTERIOR ELEVATIONS A5I EXTERIOR ELEVATIONS El SITE PLAN LI TREE INVENTORY L2 LANDSCAPE PLAN L3 LANDSCAPE DETAILS ARCHNET THE ARCHM CIURAL N61WORK, NC ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 551h STREET SUITE A LAKE ELMO MN 55042 PHONE 651/430-0606 FAX 651/430 0160 Project ST PAUL LUTHERAN CHURCH 601 SOUTH bth STREET STILLWATER MN Project No 00-231 Drawn By R WARNER Checked By M HOEFLER Date 8/25/02 (H P G SUBMITTAL) Reels ons Item Date I h eby rt fy that th p10 pec f cat on eport was prepared by m d my d ecl e perws o d th t I mod ly L d ARCHITECT d r th lows of th St t f MINNESOTA Sg of Nome MICHAEL C HOEFLER Date Reg No 24210 Sheet Title TITLE SHEET Sheet Number T1 02002 The Arch teciurol Network I c n 5 (DC E SW Nv 839 2 APPROX 1 HIGH RETAININ WALL -INSULATE FOUNDATION WALL FOR INTERNAL ROOF DRAINS SAW CUT OR TUNNEL UNDER CURB (TYP) WARN1 NrG -- THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES CABLES CONDUITS PIPES MANHOLES VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER 014 S CUT EXISTING CURB REMOVE EXISTING Camj- NECESSARY EXIST] t�.Ht_iyr� 1' J / 849 s 1 660 (t 661 Byp WEST WILLARD STREET 559---- 0 20 40 60 SCALE IN FEET EROSION CONTROL NOTES ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL RE INSTALLED PRIOR TO CONSTRUCTION 2 THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING 3 THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES 4 THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES 5 WITHIN TWO WEEKS OF SITE GRADING ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED SOD OR ROCK BASE SEEDING SHALL BE IN ACCORDANCE WITH 11 /DOT SPEC 2575 SEED MIXTURE SHALL BE N /DOT MIXTURE 500 ALL MULCH SHALL BE TYPE 1 AND SHALL BE DISC ANCHORED FERTILIZER SHALL BE 10 10-10 COMMERCIAL GRADE MEETING THE REOUIREMENTS FOR Mn/DOT 3881 AND SFVLLL BE APPLIED AT A RATE OF 200/L8S PER ACRE. 500 SHALL MEET THE REQUIREMENTS OF Mn/00T 3878 ALL AREAS TO BE SODDED OR SEEDED SHALL BE COVERED WITH MINIMUM OF FOUR INCHES OF TOPSOIL 6 ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CRY WATERSHED DISTRICT AND MINNESOTA POLLUTION CONTROL (NPOES) PERMITS 7 THE CONTRACTOR SHALL wUNTAIN ALL EROSION CONTROL MEASURES INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION 8 ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR 9 REMOVE AU. EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABUSHED 10 THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS 11 IF BLOWING DUST BECOMES A NUISANCE THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO AU. CONSTRUCTION AREAS 12 SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS 998 1 09 )0z1DNY sc� r 12 STAR SE FR 0000000000000 900 5 re 6;•;•;11;N BrerB •r1 LEGEND DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR DENOTES PERCENT OF GRADE DENOTES DRAINAGE ARROW DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EROSION CONTROL SILT FENCE DENOTES SPOT ELEVATION WHEN SHOWN NEAR A CURB UNE DENOTES GUTTER ELEVATION DENOTES ROCK CONSTRUCTION ENTRANCE DENOTES PROPOSED RETAINING WALL CONSTRUCTION NOTES 1 REFER TO ARCHITECTS SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND COORDINATES 2 PLACE AND COMPACT A MINIMUM OF 4 CL 5 AGGREGATE UNDER CURB & GUTTER 3 REFER TO ARCHITECTS PLANS FOR REPLACEMENT AND REMOVAL PLANS PAVEMENT SECTION HEAVY DUTY BITUMINOUS 11/2 M /DOT 2331 BITUMINOUS WEARING COURSE 2 1/2 11 /DDT 2331 BITUMINOUS BASE COURSE 8 CL 5 GRAVEL (100X CRUSHED OUARRY STONE) BASED ON STABLE SUBGRADE INCREASE THICKNESS IF NOT STABLE LIGHT DUTY BITUMINOUS 2 1/2 M /DOT 2331 BITUMINOUS WEARING COURSE 6 CL 5 GRAVEL (100X CRUSHED OUARRY STONE) BASED ON STABLE SUBGRADE INCREASE THICKNESS IF NOT STABLE - IF BORINGS BECOME AVAILABLE SOILS ENGINEER RECOMMENDATIONS FOR BITUMINOUS AND CLASS 5 SECTIONS SHALL BE USED S MI PROJECT NO 63106-006 SHEET 1 OF 3 SHEETS A'RCHNET THE ARCHITECTURAL NETWORK INC ARCHITECTURE PWBIIG OBERBOR OESc N C06IRUCIfON M N GD N1 12445 551h STREET SURE A LAKE EL10, MIL 55042 PI1014 651/430 0606 FAX 651/430-0180 SCHOELL & MADSON INC ENGINEERS SURVEYORS PLANNING SOIL 1E5T1NG ENVIRONMENTAL SERVICES 10560 WAYZATA BOULEVARD SUITE I MINNETONKA. MN 55305 (952) 546 7601 FAX (952) 546 9065 AAA Schetemodso om Project ST PAUL LUTHERAN CHURCH 609 SOUTH 5th STREET STILLWATER MN Project No Drown By Checked By Dote Rev s ons Item Dote I hereby erl fy lh 1 lh pi sp 1 ton Or m Mort P P by dev1 yd1 8NPeron d th 1 I d ly L en d P I on l E q ee der th Aar of to St t 1 MINNESOTA Sgn t Nome tl 0 1 R g N R view By D t imnIMMINMMIIMENIM Sheet T tie GRADING PLAN Sheet Number C 1 0200) The ArchaedwOl Network Inc- 0 a A 2 z D 531ON NOI11-10k N A W 1WJ W O 2 m J ° O0sg0 mho°1,6n1 ni Al1n1 �lnn rnrn� X X -1X X 6'X X X X X OX SDN N ON N N N N N N pN _ -z1 Zti 1 -ZZ1 sz�ZZ ti 1 ti 6i P ag 6 6 N NP 6 a DP C qq N y 8zcN O r a A°A z N m~ z m� A 6 jz r O A r P (Aj zSN Al � 3 m TA = 6 N ). A X ? g D O P 3 61 zF (�i D vS p = t q P O Q>' < N pD zP m O z o Dn m 8 yy 6 C YI A A ° O A 11g -- i 0 0 z - § yy D 7C Q 8 g° D m 0 i S O n � J 0 qr II 6 m J 0p N A W 10 = O -0 m -1 01 UI A W U - -U q 11AMsII g1q1g�o>x �N0m v0 O O D3 ;_m0 O O 0 O A° z03 6'',,� � A �iO-p1' 2AA2241'mmm2z2 m m m m rnrn ID X m m y6mXXXXxmXNpX x X X lippX X0! y N N N mN ON N N N N Q�N pN ZZ 1 ytiy Z1Z 51 _p -Zz� 1 ti 1 � z1z zyz m( � ti ides' P P N P 3 pid@ g P N P .0. yP -0 Z u' A N �D ffUnnzpz2 l�9 �9 o 2 p� O rD Rj NO z0 Ar23 z 6g m fD j4� rp .?,666 t F i O 1Zm H. Z O Op3 Z0 j Z � hl ° ° Emil AAWAII -i O 0 D 1-XNp O rp D0 0 SiN m'8 D>6 g 1 AosVD N m p 01 5 6 i §7 D � �p � � �i3� rtl m � � = �yyn fz i r n D D D zSN A D 1 g� D RO O NqO pA A r608AA1 Dp rA NOD 9 ryOD 6dD77pNooi =v>f5nc 3 0 1° 61ii D m § gid P D v r 0 - D D NUS A s ; 7CNP 1 Z fI1 Z Z N- Iz� N N rn r r D 2 y Nm U> a AAp pA Z n n i 0 1 Z Z m D 5 m D rn 7c z O•z €€(1 z m r m mm p �' D �01 D@ 0 z 1 6 p O m n y m D p N Z N Zii N - -1 v e °D°N N o a �,� i o 8 z i m g c- r 6 S31ON ,13)1 NOI111ON30 JagwnN }aaLIS No 2 z allhl laa4S 0 cmgo- Za8m m� m o q51414 D—Am i snm 1 o 3 Em' m _ % a -.6 3 0 m W 0 W ▪ m X C) 0 N n rn pa N r Am ARCHNET 10-0 / 8 /4 1 PRECAST STONE GAP—_i 1 ST PAUL LUTHERAN CHURCH 18 Irs \ C 2-4 IMPATIENTS (PERENNIALS) 1-0 B OSIGN SECTION 11/2 1-0 OSIGN ELEVATION 3/4 1-0 ;',1/ 4 B / 4/ 8 ALMHINJM PANEL INSERT FACE BRICK VEf✓ER n 12 S2IJARE RASTER CEMENT - -STONE BASE- 3/4 RECESS/ L OSIGN DETAIL 1 1/2 1-0 THE,,WAL TENOR& NC - ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 551h STREET SUITE A LAKE ELMO MN 55042 PHONE 651/430 0606 FAX 651/430 0180 Project ST PAUL LUTHERAN CHURCH 009 SOUTH 5TH STREET STILLWATER MN Project No 00-251 Drawn By J ZELLER Checked By M HOEFLER Date 8I902 Revisions Item Date 1 hereby cart fy that th pl ep rc t report was prepared by me o der my d el p rh o o d that 1 am a d ly Lcensed Archt t de the laws of th State of MINNESOTA Sg at e Nome MICHAEL G HOEFLER Date Reg No 24210 Sheet Title MONUMENT SIGN DETAILS Sheet Number A1.2 02002 The Arch tectural Network Inc ARCHNET THE ARCHITECTURAL NETWORK INC C C t m no us C b 10 3 e REM C b 8a I111 \\\\ c b`�— ^G 11 PLAN VIEW N R 32500 C re Viral G l 2 8 Io 975 I-- firm' Elev 1 1 Inc m ng L Ed or Abo O Ig g l � fi T , P t 0 hal B se 6 O D FI t De g 22 3/ Sq G 1 I I From G 1 C b B Eq I Ad) 1 G Ilex d St 1 P t M h Coy SI 58 OD Wtn 2 2 Op g 54 PROFILE SECTION A A CATCH BASIN 48 RCP CI II PI E d SEw 25 CASTING SHALL BE AS NOTED ON PUNS OR AS LISTED IN CASING SCHEDULE PRECAST TYPE CRETE% COVER OR APPROVED EQUAL I f ' /1r -J1. • •... 2 8 45 PENTACHLOROPHENOL TREATED BOARDS (\f/�\ /`\1/y � l /2 BOLTS 1t_.. I"'l • /5 a 12 EW 4 PRECAST REINFORCED CONCRETE MANHOLE ASTM C 478 BOLT _INLET INVERT ELEV OUTLET INVERT ELEV UTLET 4 _L SUMP INVERT ELEV CASTING LOCATION 2 8 5 TREATED BOARDS es 2 3 L S SECURED TO CONCRETE SPACE L 5 STAINLESS STEEL BOLTS SUMP TYPE CATCH BASIN AOAM 4 NO TO /2 SUM FIMMED owe ADARTNo Roan At E¢aom INN MAA ) 6 -b2 REV kW.. Mut um rmsn NEEN. a• 1N M.O.EAmc s1AEAa w10 .0 NM ry Nu co carom. 111u E0 OF -On M ETEb1 RUGS AN2 .5 N0 Aro a WILE OF RHOS ROTE4 Ammo. DEEP OR OE RR E PRIGS SE SE If Or EC5 TEL BROW ME CONE SE 11CN 9W1 E Pp10E Tvs N Au bum. 5 MISER ^".TS OEM. EAOI 1.0.0.6 SE TOOL -0- Aa' 8AE1n w4:R PKE 36 Ol 91A11t0 ON., KR Po[ LARm1 IN26 PE ca Rwae¢K mloerz N.1.nt. u1M T6 ETC ma uM SLAB nASE 14MU OR OUCH INCREASE CO R MUTER ON Aro 4usoRa .m v / NON STORM SEWER MANHOLE SEr e0 NOTE WHERE CALLED FOR ON THE PUNS A DROP SECTION SHALL CONSIST OF A REDUCTION IN THE HEIGHT OF THE BACK OF CURB TO 010 FOOT AND A TRANSITON DISTANCE OF THREE (3) FEET SLOPE 3/4 PER FT 3R W 3R 1/2 R 3 8612 B618 B624 W CONCRETE W CONCRETE W CONCRETE CU YDSL/F PER L/F PER CU YD CU YDS.L/F PER L/F PER CU YO CU 9051/F PER L/F PER CU TO 12 0 0474 21 1 18 0 0582 17 2 24" 0 0690 14 5 CONCRETE CURB AND GUTTER DETAILS 2 REV 135 FILTER FABRIC WRAF! ENNROFENCE OR EQUAL DRIVE POLE 24 TO GROU D NATIVE SOIL REV SUPPORT NET FLIER FABRC B4CKF LL BECCIMMENDED TOE -IN TRENCH POSTS SHALL BE SPACED NO GREATER THAN 4 APART FABRIC SILTATION FENCE c1m .awe RM EOMMn3 pun ref nod r9n (man m on rope /2 /I ) II IIIIIIIIIIIIIII m�T 1111/��1ir.1���g1J A1IIIIIIIIIIP,i11111111.11,1111I. - 33 i" //ii i y;/ L _ aFr one S5 2 pee Compact m mac 97X YpoOorp oncl> Flu 5R GEOTE%T E ON COCA 50E OF AL 5AN0 CNC Rl MATE OIL Tensor SS 2 or SR 2 onow Imo ener I00 pOss Pm an uyl 6 r Men/ op IPM 0- 6 REM erglh 4org1® 9 / /2 dd. M 2 0*M Oda creme coda. un No1E /2 slap Onon par woo KEYSTONE RETAINING WALL DETAIL Gm 5 /RCHTECIWK RA TOG INTERIM OESIGTI CONSTRUCTION UN49GEIENI 12445 55th STREET SURE A LANE ELMO 101. 55042 PIOE 651/430-0606 FAX 651/430-0180 SCHOELL & MADSON INC ENGINEERS SIARNEYORS PUNNING SOIL TESTING ENNRONNENTAL SERVICES 10580 WAYZATA BOULEVARD SUITE 1 MNNETQFKtA• MN 55305 (952) 546-7601 FAX (952) 546 9065 w.. schaeaKgdsnn arel Project ST PAUL LUTHERAN CHURCH 609 SOUTH 5th STREET STILLWATER MN Project No Drawn By Checked By Dole Rev s ons Item Dote I her by erl ly lh t 1h pl sp 11c t on or orl w p morelby m or di y d T s ar supw d lh t I d ly L en dP I onlE g er der lh I w 1 lh St l 1 MINNESOTA Sg t N m D t R g N R3I dBy D t Sheet T (le DETAILS Sheet Number C 3 S MI PROJECT NO 63106-006 SHEET 3 OF 3 SHEETS 02006 The Ardc8edwd N6hNNk 41G — ARCHNET EXISTING LAVATORY OII EXISTING STORAGE ICI EXISTING STAIR D 034 EXISTING STORAGE UNEXGAYATED EXISTING CLASSROOM 036 1 EXISTING STORAGE EXISTING STORAGE LL EXISTING STAIR 8 I0251 II __LIu1LUJ <p EXISTING PASSAGE EXISTING CLASSROOM EXISTING CLASSROOM 1024 I REVUE NO RELOCATE EXISTINS 8ABRE19 AND S113VINs N THIS AREA _!!•}IZRI}Ill,i,. .RIIMORMI RS4.,,�f�11�RSRll�11�1lTRlF--III► EXISTING CORRIDOR I - I ENSTIN6 CLASSROOM EXISTING SUNDAY SCHOOL AND SOCIAL HALL I032I 023 LR'tm ft411e -Gtmtif Pe Bi irmefil EXISTING CLASSROOM 10221 EXISTING CLOSET r055 1 EXISTING CLASSROOM I 021 I EXISTING STORAGE 81 EXISTING WOMENS RESTROOM 0391 I — 1 n` EXISTING CORRIDOR I - 1 EXISTING CLASSROOM s. I 17r 12 1111 l4 EXISTING STAIR 1 LLc 'Y 1 C1 - - Iry 14 IIL-� 111 �y/ L p Cl -) cy ', ° J CLASSROOM EXI5TIN6 L € nc2 �I 15l �tin11 EXISTING MENS RFSTROOM 040 l EXISTING STORAGE EXISTING KITCHEN 1031 r- '�Ps h42 t`PP x6v - yr EX STING STAIR E -I04II I III I II EXISTING FURNACE ROOM 1042 1 I I' DEMOLITION KEY NOTES I REMOVE EXISTING MASONRY WALL AND WINDOW AS SHOWN SEE OVERALL LOWER LEVEL AND UPPER LEVEL FLOOR PLANS FOR LIMITS PATCH ALL AFFECTED AREAS AND PROVIDE NEW TIE IN CONSTRUCTION AS REQUIRED FIELD VERIFY ACTUAL CONDITIONS PRIOR AND REVIE5 RELATED CONSULTANTS WORK IF STRUCTURAL MECHANICAL ELECTRICAL PLUMBING AND FIRE PROTECTION 2 REMOVE EXISTING DOOR AND FRAME WITH ALL RELATED WORK PATCH TO MATCH SEE OVERALL LONER LEVEL. FLOOR PLAN 3 REMOVE EXISTING NON CODE COMPLAINT HANDRAILS SEE OVERALL LOWER LEVEL FLOOR PLAN AND PLAN ENLARGEMENTS 4 MODIFY EXISTING OPENING A5 REQUIRED TO ACCOMMODATE NEW PROPOSED WORK SCHEDULED FIELD VERIFY ACTUAL CONDITIONS 5 REMOVE EXISTING CABINETRY AND RELATED WORK SEE PLAN ENLARGEMENTS PATCH TO MATCH AND MODIFY MECHANICAL UTILITIES ETC A5 REQUIRED 6 REMOVE EXISTING ROLL -UP DOOR AND STORE AT OWNERS PROVIDED LOCATION 1 REMOVE EXISTING FLOOR STRIPS B REMOVE EXISTING OUT FEED DISHWASHER TOP AND RELOCATE SEE PLAN ENLARGEMENTS 9 REMOVE EXISTING DISHWASHER AND RELOCATE SEE PLAN ENLARGEMENTS 10 REMOVE EXISTING DISH -DROP SINK TABLE AND RELOCATE SEE PLAN ENLARGEMENTS 11 REMOVE EXISTING DISH -DROP TABLE REVISE 70 NEW HEIGHT SEE PLAN ENLARGEMENTS 12 REMOVE EXISTING CONSTRUCTION A5 WELL A5 RELATED WORK SEE PLAN ENLARGEMENTS PATCH ALL AFFECTED AREAS AND PROVIDE NEW TIE IN CONSTRUCTION AS REQUIRED FIELD VERIFY ACTUAL CONDITIONS PRIOR AND REVIEW RELATED CONSULTANTS WORK I E STRUCTURAL MECHANICAL ELECTRICAL PLUMBING AND FIRE PROTECTION 13 REMOVE EXISTING CANOPY ROOF COLUMN PARTIAL FOUNDATIONS (TO RECEIVE PROPOSED WORK) AND STAIR. SEE PLAN ENLARGEMENTS 14 REMOVE EXIST1N6 SIDEWALK TO ACCOMMODATE PROPOSED CONSTRUCTION 15 REMOVE EXISTING RETAINING WALL AND RELATED 6RADE5 SEE 517E DEMOLITION PLAN 16 REMOVE EXISTING STEEL HANDRAIL AND PATCH TO MATCH WITH NEW BRICK PIECES IT REMOVE EXISTING WINDOWS A5 WELL AS ALL RELATED WORK SEE PLAN ENLARGEMENTS 15 REMOVE EXISTING DOWN SPOUTS ROOF FLASHING AND FASCIAS THIS AREA TO ACCOMMODATE PROPOSED CONSTRUCTION 19 REMOVE EXISTING DOWN SPOUTS AND GUTTERS ALONG NORTH CHURCH WALL AS REQUIRED TO ACCOMMODATE PROPOSED CONSTRUCTION 20 REMOVE EXISTING GRADE AND RELATED WORK TO ACCOMMODATE PROPOSED CONSTRUCTION 21 REMOVE EXISTING CABINETRY DESKS MILLWORK SHELVES ETC TO ACCOMMODATE PROPOSED MECHANICAL ROOM 22 REMOVE EXISTING PRE -OAST FLOOR SYSTEM TO ALLOW FOR ELEVATOR AND STAIR OPENING REMOVE ANY ADDITIONAL WORK TO ACCOMMODATE THE PROPOSED SHAFTS AND ADDITIONAL ITEMS SEE BUILDING SECTIONS 23 REMOVE PARTIAL CONSTRUCTION THIS AREA FOR NEW MECHANICAL SERVICES FLOOR DRAINS MECHANICAL SLEEVES WATER SERVICES ETC, PROVIDE NEW FLOOR CONSTRUCTION TO MATCH 24 REMOVE EXISTING STAIR AND RELATED WORK SUCH A5 STOOP FROST WALLS AND FOOTINGS 25 REMOVE EXISTING PEW SEATING THIS AREA AND STORE AT OWNERS PROVIDED LOCATION 26 REMOVE EXISTING PARTIAL MASONRY WALL TO ACCOMMODATE PROPOSED NEW WINDOWS 21 REMOVE EXISTING TOILET ROOM WITH RELATED PLUMBING AND/OR MECHANICAL WORK SEE UPPER LEVEL FLOOR PLAN 2H REMOVE EXISTING GOAT SHELVES 29 REMOVE EXISTING STOREFRONT/ENTRANCE TO ACCOMMODATE NEWLY PROPOSED ENTRY 30 REMOVE EXISTING PLUMBING FIXTURES A5 WELL A5 RELATED MECHANICAL WORK TO ACCOMMODATE PROPOSED CONSTRUCTION MODIFY LOCATION OF RO)146 IN AS REQUIRED 5EE PLAN ENLARGEMENTS 31 REMOVE EXISTING TOILET PARTITIONS AND PATCH WALLS FLOOR-5 AND CEILING, AREAS TO MATCH 52 REMOVE EXISTING SINKS AND PATCH WALLS FLOORS AND CEILING AREAS TO MATCH 5EE MECHANICAL DRAWINGS 33 REMOVE EXISTING FURNITURE STORE AT OWNERS PROVIDED LOCATION 34 REMOVE EXISTING DOOR AND MODIIFOPEWN6)Y EXISTING OPENING, A5 REQUIRED 70 ACCOMMODATE PROPOSED CONSTRUCTION (ENLARGE 35 REMOVE EXISTING LIGHT FIXTURES AND RELATED WORK SEE ELECTRICAL PLANS 36 REMOVE EXISTING GA5T IN PLACE WALL AND PATCH TO MATCH DEMOLITION NOTES I NOTE NOT ALL DEMOLITION WORK 15 SHOWN ON PLAN THERE 15 ADDITIONAL WORK REQUIRED AT OTHER VERTICAL ELEMENTS SEE BUILDING SECTIONS AND RELATED ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION THE CONTRACTORS SHALL VISIT THE PROJECT SITE AS PART OF THEIR PROPOSED TO RENEW THESE ITEMS AND VERIFY ANY ADDITIONAL AND/OR RELATED WORK EFFORT 2 PATCH ALL DEMOLITION AREAS TO MATCH PROVIDE NEW TIE IN CONSTRUCTION A5 REQUIRED TO PROVIDE A COMPLETE SYSTEM 3 PATCH ALL SLEEVED AREAS AND OTHER AREAS AFFECTED BY PROPOSED MECHANICAL ELECTRICAL FIRE PROTECTION AND PLUMBING CONSTRUCTION 4 PROVIDE SHORING BRACING AND SUPPORTS AS WELL A5 TEMPORARY EXITS AND CORRIDORS AS REQUIRED DURING CONSTRUCTION 5 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES THE ARGIHECTURAL NEINVORK, INC ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 55th STREET SUITE A LANE ELMO MN 55042 PHONE 651/430-0606 FAX 551/430 0180 Project 1ST PAUL LUTHERAN CHURCH 609 SOUTH 5Uh STREET STILLWATER MN Project No 00-231 Drown By R WARNER Checked By M HOEFLER Date 8/25/O2 (H P G SUBMITTAL) Revisions Item Dote I h reby cart ly that th s pia specification or sport wos p spa ed by m d my d t pangs° d that I am d ly Li d Ar ht t de the 1 w f th State f MINNESOTA Sg at re Nam MICHAEL C HOEFLER Date R g N 24210 Sheet Title LOWER LEVEL DEMOLITION PLAN Sheet Number � LOWER LEVEL DEMOLITION PLAN /8 1-O A2 6)2002 The Arch tecturol Net ork Inc ARCHNET }-TOP OF EXIST FLOOR EL 1014 TOP OF WINDOW OPE, / BOTTOM OF BEAM EL 113 2 TOP OF EXIST FLOOR 100-0 TOP OF EXIST FLOOR EL 90 10 a1. 0:11 tl EXIST FLOOR EL 1019 O WEST EXTERIOR ELEVATION 1/8 1-0 Ea DL GE 0 W TOP OF WINDOW ORS / BOTTOM OF BEAM EL 1132 EXIST FLOOR EL 100-0 EXIST FLOOR O SOUTH EXTERIOR ELEVATION 1/8 I -0 EL 90 10 THE ARCHITECTURAL NETWORK NC ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANACEMENT 12445 55th STREET SUITE A LANE ELMO MN 55042 PHONE 651/430-0606 FAX 651/430 0180 Project ST PALL LUTHERAN CHURCH 009 SOUTH Sth STREET STILLWATER MN Project No 00-231 Drawn By R WARNER Checked By M HOEFLER Date 8/23/02 (H PO SUBMITTAL) Revisions Item Date I he eby cart fy th t th pl p f cat o o eport w p pa ed by me d my d ct p rvrn o a d that I am d Leen ed Arch tact de the !awe of th Stole of MINNESOTA Sg at e Name MICHAEL G HOEFLER Date Rep No 24210 Sheet Title EXTERIOR ELEVATIONS Sheet Number A5 02002 The Architectural Network Inc ARCHNET EX15TIN6 LAVATORY EXISTING STORAGE EXISTING STAIR 0 EXISTING STORAGE FIRE SPRINKLER ROOM 008 UtE CAVATED EXISTING PASSAGE I032A EXISTING CLASSROOM EXISTING 119.4 06 10 EXISnN6 STAIR B EX151N6 c 1LAosM EXISTING CLASSROOM EXISTING SUNDAY SCHOOL AND SOCIAL HALL 16-0 FIELD VHLFY EXISTING, CLASSROOM l 020 EXTENDED SOCIAL HALL EXISTING CLASSROOM 12-0' / 40 / 140 EXISTING CLOSET 6-0 EX15nN6 DOYENS RESTROOM 03TI I-4 STAIR A SUPPLIES / STORAGE EXIS11N6 GLAS55ROOM 4 2 / 4-0 / 8-0" / 4-0 / 8-0 / 4-0 / ELEVATOR EOJIPMENT ELEVATOR OIb STAIR C 1026 H 21-0 IP ETD VEW FT) EXIST NS M ABOVE EXISTING H815 EX STING RESTROOM 03D -i5 0341 TAIR EI O 2 -0 EXISTING / 1T-0 J 4-0 r4-0'/ i b-0 / rIo 9-0 9 FAGS OF EAST E ICK 0466 ADDITION) As \ \ Q — i. FAZE OF ENS BRILK T (ORIGINAL aHFLN) THE ARCHITECTURAL NETWORK INC. ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 55th STREET SUITE A LAME ELMO MN 55042 PHONE 651/430 0606 FAX 651/430-0180 Project ST PAUL LUTHERAN CHURCH SOS SOUTH 5th STREET STILLWATER PIN Project No 00-231 Drawn By R WARNER Checked By M HOEFLER Date D/23/O2 (H P G SUBMITTAL) Revlslons Item Date I he eby c rtfy th t th s pia p c re t o o report was prepo d by me de my d e t e perms d that I am a d ly Lice d Arch tact der th lows of the St t of MINNESOTA Sg t Name MICHAEL G HOEFLER Dote Reg No 24210 Sheet T tle OVERALL LOWER LEVEL FLOOR PLAN Sheet Number A3 O OVERALL LOWER LEVEL FLOOR PLAN I/8 I -0 02002 The Arch Lecture] Net ark Inc ARCHNET AS I E 5 "ass_ EXISTING LOUNGE / CHOIR PRACTICE EXISTING STAIR D I 132 EXISTING NARTHEX I 131 I 6 W0MEN5 F€ST ROOM I 134 131 KITCHEN / CHOIR STORAGE I 106 EXISTING STAIR A CLASSROOM I 10T 1 EXISTING EX STING CLOSET REST ROOM I III I— I 12 1- 11'IIIIll CLASSROOM I lob I NURSERY 62-6 RELO V9UFY MEGHROOM H I105 IQ EXISTINS EXISTING WENS HALLJ/AY REST ROOM I 116 1- I no I CLASSROOM EXISTING MEETING ROOM I 104 I YOUTH OFFICE I03 EXISTING EXISTING HOMERS JANITORS 1 IOSE1 RES 2 �11 GATHERING SPACE 11211 F —_ L— HANDICAP RAMP /T /C/ EXISTING NARTHEX I in I 1 /per -77 ,, / /:,/ EXISTING NAVE 1136 I \\\ MEN 5 REST ROOM I 135 I 16-8 16-8 16-6 STAIR 5 I 114 I r�J / 4 2 / 19 / 8-0 / 14 / 69 / -0 / 4 6 j, EDUCATION OFFICE I 102 I COPfI ROOM BUSINESS MANAGERS OFFICE PA55A6E I 124 RECEPTION IIDI J I OR 12 T WAITING AREA I 122 I — ICI I 1=1 11 —rP {D 4 1i I GREETING AREA 1 I 124 I STAIR C 26 I PASTORS OFFICE T i 9 MECHANICAL ROOM 125 I SENIOR PASTORS ()PEKE 1126 I a 9 • i 9 • /FACE OF EX16 E RICK (M66 A79111042 GATHER1N6 SPACE 1127I T • T ALCOVE —�i T 9 j Ih �� )EXIHIS NGEL rS1136 L� LI l 131 EXISTIN6 Lt CHOIR I 138 I pop DUDU 14-4 1i /�p itLif MUSICAL STORAGE I I40 I H -0 5-4 / 12-4 20-0 EXISTING STAIR E EXISTING AG UNITS 11511 29-0 / / 6-0 /C19 J 11-0 J / 9-0 O O SNM FACE OF 6WHA61 BEAM IN FACE OF 6121-LAM BEAM FACE OF EX5T MILK (ORIGINAL CNRL11) HE ARCHITECTURAL NEI OREL INC ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 55th STREET SUITE A LAKE ELMO MN 55042 PHONE 651/430 0606 FAX 651/430 0180 Project ST PAUL LUTHERAN CHURCH 6199 SOUTH Sth STREET STILLWATER MN Project No 00-231 Drawn By R WARNER Checked By M HOEFLER Date 8/23/02 (H P G SUBMITTAL) Revisions Item Date I he eby cart fy th t th a pia ep c rcot o o report w p epored by me d my d e t e perms o d that I am a d Iy Lice sed Arch tect de th lows of th St t of MINNESOTA SIg et e N m MICHAEL C HOEFLER Dote Reg No 24210 Sheet Title OVERALL UPPER LEVEL FLOOR PLAN Sheet Number A3.1 O OVERALL UPPER LEVEL FLOOR PLAN ve 1-0 02002 The Arch tectural Net o k Inc ARCHNET EXIST FLOOR EL 10111 TOP OF rUwwDOW OP6 / 40aBOTTOM OF BEAM 113 2 TOP OF EXIST FLOOR Ix-0 OP OF EXIST FLOOR 90 10 E- ^T, �IWr C I 1 I 1 1 1 1 I 1 I m TOP OF WINDOW OP6 / BOTTOM OF BEAM EL 113 2 EXIST FLOOR EL 100'-0" EXIST FLOOR EL 90 10' O EAST EXTERIOR ELEVATION I/8 1-0 4 4 • aommtl eound 0111.1111. ammo lo. rA MMIL O NORTH EXTERIOR ELEVATION I/8 1-0 THE ARCHTIRC11JRAL NETWORK" INC. ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 551h STREET SUITE A LAKE ELMO MN 55042 PHONE 551/430 0606 FAX 651/430 0180 Project ST PAUL LUTHERAN CHURCH SOS SOUTH Sth STREET STILLWATER MN Project No 00-231 Drawn By R WARNER Checked By M HOEFLER Date 8/25/02 (H P G SUBMITTAL) Revisions Item Date I hereby cart fy th t th pl sp f t o report wo p p red by me o d my d ect perw o d th t 1 m d ly Lice sed Arch tact der the I w f the State of MINNESOTA Sg t Name MICHAEL G HOEFLER Dote Reg No 24210 Sheet Title EXTERIOR ELEVATIONS Sheet Number A5.1 02002 The Architectural Network Inc rc 0\0\0000 CP Sr!.o- ere Gnn o �er.lx Ttc \\ WEST WILLARD STREET NORTH 40 ( i ) EXISTING SITE CONDITIONS I aa-0 c-_NE -\ NOTE 1 I 85 0 f 5 F 0 .� 0"ERE 5\ YY E. I +....5 4FCEM 0\ Er 1'e- VE.kC - ,CT SC%' C 0/C4 C bz'K 01 FC 1 0 105 0 0C b.40 1-.25 1-- 0 RE 05. L F .0 E Y ..,._ 5CG I o4 C 5 ME-4 1 if,' CFE -" MF 0E l\.ai v `l{0 E n` ( EE C &NA- a 45 AN, 5 FC- \ E= I\ .- I05 A AS S 0 E_ '. E 1 0\ \ E ea 5_ E - ' F°5EW T OF E 'L4. ) 1 AM Al m / E 5 F-" 5 5 5 1 E.04 A CHlr T THE ARCHTTECRJRAL NETWORK INC (HI E UP LC 1111 I ITEFIOR 0 SI N N TP I I 0 h TFE i SJI P ELI0 I 0 -1 II 51/ L l,q F Y 51/ 0 01 INN 11 N.1 0 IJ I•r•Terra Design A«eciales. Inc. NINcr0 1813:5:0X 15.IEwNE9a I.812 1.5 W116 NF 7300 DSO KW SUrtE IIO 83 730 oumALF-. 803 60 le FX 03 738 lab m.rawovneral am ) 8T PAUL LUTIRAN CHURCH teatM4 EITH e1ICI1 bTI1.1.111AT. MN E I c IIJ 00231 T 2 , / VI A h cl Ey Ln SODS I C7 I hard,/ earthy that this plan. tqlselatian or sport vas prepared by me or under my dtreat m paryden and that 1 am a duly Lkonead Archtbset emir the Iaae of the State al 111106501A Stlpatum ��`� Naas ALAN A. NREIVAN Datsl1A3.Q2 Reg. No.13111 -h TRW INVENIter PLAN he 11 rno Li V 00 Ir chi '0 I II \ \ \ ec°' 1"" \_ _\ IV \\ \ / \+ .K ,— • i ft (-VW \ 66 ANC. l TdiOr 7 5 t ^� 1 .4; *eh (4 \ \--11/ -1 V I ) Ota vitv 1 /\ - i�. An 5, 0 141\ cn J _J / — - WEST WILLARD STREET E F_ > L.ANDSCAPE PLAN NORTH GENE -AL I ON -RA F „Ct >L 4 A 0 A_ T/0 J 11 G / ION \ OF CON F 0 \ FOR LI" C 0\ N IT 6 1 000 OF 0 FR_ 10 1166 GON'F CF LL �. /FR. N C CGF IC E .12I^66 I`9"E IA N0T1 FO 1 AM1 "AY FRI F '40 F_ C\ \ _E/ 105E F I TI\ I 4 SF O NG GON 5 C 4 IN ER A, 15GRE AN I F / RIA ION FO`1 -CA-RA 4 4L 40/I "\IM NF F I\ c" (GC FA ") r A_ F 1 RE 7 5 -C 1 C4 A -1U AN A J I ON ^ NEN ION AN I [a. F INA F40 I N .. \"E, AAO L 11— P A\ F F GRM 7E41N I Q" ti MAI A^ n" " I ✓1 L/ I N 90LI —I 41F-' \ 1 C^\OI NT J=.iIJU1., 1'7 .r—..N1-1J5'.. I` RR \ RI A_ INC, I "\ N\ C \_ (-61"I F F 5AE, SR I N 11 I 0 An_ A\ "N N TR_ -F FEA IFAE 94"A 7A AN \ i\ATE.F 1 OI ,.,E :AF 5,4N \ J \ N c A " A ON L L FF A ONE A A A -0\ 1 TI 6Vw, NI ERA I A\ I rp CO"'6 FF "N O 1 A O 04 I J I CON 7n F FEA\ 1 A FI\CA RI 1 1\ I ON \ , "'4INCA A F '5 COA I \\ 16`F NG RA'v 4 AF_^R5F\ A4\A_ CON E C 0^ \J ON F ^ C VF \ ,T" I C0NT cy F -\ "rL\ \ _ARE 415 A IE 4 '\ O \0 1 CON 4al='IAI^e R.e11m S SLJ5S 3' NI 4 I -F, ON J 5 „ON L\ C\ F4A Iu "E A _JI AL\ NI ,AN 5 5 A ^ GIN \I TR \ 9L.6A J -.ON .CiI:)JCI1:7 T^RC_7 71 I A F A A\ 0 I" .,0 A 5 5 NL ✓ N I\ 1 L IA A/ \ A, "'E RI A R. N N NCR n 0" 1 — 4 FL FL"' \ F n0C „ 5 5 N1= 51 EC A CONIr_<Ou_ TES E N FR 1 A AUCA A A A o J L -04M CFA., C J\ E\. O J °FJC "E_ 4 ING "31 O--'7' J AME-NT'4 TREE-3 c I 6,0C 00600 F\ F IA 6 w 5 F,.T F /GF l 1 A T.I\ A 4 J A /^'i A_ 49 t 1 FORK R. IFI IF_ L FA1F1 I A. 5 F IME\ OFN /AS F`ATF A 0- A 4 1 I0 '-N —_A R., ^A "F I 1 0 -ON L -\N_ 1 F RA,"A F INA 0 1 ON/4 AN F O A A\71\ A A N 0 "TS I \ FO " 51 AN A.. I \ A A A 603LJ F A TAN" F E 01, ("'J G R- E- 0 E I 1 C c, F A _Cn F F F 4 0 -Y OF N\ AN7 U A AN A _.- 15 0 5_A \ z \ I 00 h1 A FR_ \ / F ATF 1,9 AI AN, I IC 101 AF 6 EE \ \ TR1 =LL 6 A AR A I R _J F ^\ -YA, ON A / AL E "F 7 O =F \I I\ C\^I ON- \ L OAIKDALE N 65 29 A\CHNIET THE ARCHITECTURAL NETWORK, INC /'ITEL IJF L.nf11NG I!ITFPl '1E 1 1 111IF 1 101 Mkt CEl. I T F ALIT A LVE LMO 1IA La FHJNE 1/ 0 ]rx1 FX 151/ 3001 C �roTerra Design Associates. Inc. 7300 DS 91,4,0 TE 220 11 05 733 0 FL 65 730 OMB mai®preNneOwW corn F ojs ear PAUL W11?AN CHURCH et1:21r OTILLILIATIR F j II �O _7I [i Dv "I /1 T- I 3 cy I hereby certify that thla plan. specification or report sae prepared by me or under my Crock eupndekn and that I am a duly Licensed Landscape Arehitaat under the lam of the State of M INNFHWA 9ymtun= jitigiffiiiirza Nuns ALLAN A KREIM N Debs0.23.02 Rey N41i 1i7144 I -- T I LANDGCAP8 PLAN I --T 11 11 L2 \\ 1 I ■2P-O L?J J 11 I I 1 1 1 REMOVE ALL DEAD GROWTH AND RETAIN FCRM REMOVAL OF UP TO 1/3 OF BRANCHING STRUCTURE 6 ACCEPTABLE PRUNE ONLY CROSSOVER UNBS 00D0 NWT LEADERS, AND BR0(FN OR DEAD BRANCHES 50 E INTERIOR TWIGS AND LATEA1 BRANCHES NAY BE PRUNED HOWEblR 00 NOT REMOVE ME TERMINAL BUDS OF BRANCHES THAT DREW 10 THE EDGE OF 11E CROW LAARI( ME NORM SIDF OF THE TREE IN THE NURSERI AND ROTATE 11E TREE TO FACE NORM 1 THE 517E NENEVFR POSSIBLE EACH TREE UST BE PLANTED SUCH THAT DE TRU K RARE IS MSIBE T ME 10P L7 ME R007 BAIL TREE WHERE THE TRIM FARE 6 N01 01510E SHAH BE REJECTED 00 NOT COVER THE TOP OF THE ROOT BALL WITH 50L 00841E STRAND CAL AWED WRE OH TURN BA0(LE (SEE STAN G DET R) 6 AK STAKE STEEL STNOR OTHERNARROWED STAKE-0MATERIAL 01 6 CURTI MOD ,NIP MLIL6R 5 DA MN (REFER TO SPECIFICATION) D0 NOT COVER R001 BALL WITH SOS. DLL Mx TOP /3 OE MIRAP 0 ROO BAL1 rL-`IITIII( _(ETIL-DE( IDl]R11_1 F_E 16 POLY PROPYLENE OR POLYETHYLENE SOAP (40 LoTIP) WRAP TREE TO FIRST BRANCH (BEGI NNG AT BLOTTO ) RAGGING (ONE PER WRE) RODENT PROTECTION TOP OF R001 BALL TO BE 1 ABOVE SURROU 0KG GAGE CUT ROPE FOR BURLAP LOCATED T 10P OF ROOT BALL PANTING SOL (REFER 10 SPECIFICATION) O0 NOT COVER R001 BALL 1M SOIL 500 TOPSGL 2x2x2 WOOD STAKE SET AT NGIE TAMP 50L AROU D RW1 BALL BASE wee RN F001 PRESSURE S0 THAT R00T BALL DYES NOT SHE/ BIRO OF ROOT BALL TO SIT ON E 05 TED OR TAMPED SUBGRADE 1 L2 WRE OR CABLE SIZES SHALL BE AS FOLDS TREES UP TO 65 MM (25) CALIPER 1 GA TREES 65 MM (25) TO 75 NM (3) CALIPER 12 CA WIRE 0R CABLE 51Z6 SHALL BE AS FOLLOWS TREES UP TO 65 M (2 5') CALIPER 1 GA TREES 65 M (25) TO 75 MM (3) CALIPER 12 CA NO SCALE TIGHTEN RE OR CABLE ONLY E OUGH TO KEEP FRO SJPP G ALLOW FOR SO E TRUN ONE ON PLASTIC HOSE TIGHTEN IRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING ALLOY FOR SOME 1RU K OVE ENT PLASTIC HOSE SHALL BE LONG ENOUG TO ACC° ANOMIE 35 ( 5 OF GROWN 0 BJFFE ALL BRANCHES FRO THE WIRE SHALL BE LONG ENOUGH TO A1XA NOOATE 35 (15 GE GROWTH AND BUFFER LL BRANCHES FRO THE WIRE 'TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO ME WIRE WRAP SD THAT NO SHARP WIRE ENDS ARE EXPOSED 3 IKN (05) DM. PUS -PC HOSE GALVANIZED WIRE 0R CAME NAST WRE TO TIGHTEN 6-0 STEEL STAKE DR OTHER APPROVED STARE 1MTER1L ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL ASSURE THAT 7HE BEARING SURFACE OF ME PROTECTIVE OOVEHERD OF ME WIRE OR CABLE AGAINST THE TREE TRUNK 15 N U OF 12 (05) REMOVE ALL STAKING AS SOON AS DE TREE HAS GROWN SUMC1ENT ROOTS TO OVERCOME THE PROBUBL THAT REQUIRED ME TREE TO BE STAKED SAXES SHALL BE MOVED NO ATER THAN THE END OF ME FF5T GROWNG SEASON MIER PLANING TREES NORMALLY DD NOT NEED TO BE STAKED AND STRONG CAN BE HARMFUL TO THE TREE. STARING SHOULD BE DONE ONLY MTH 71E APPROVAL OF THE LANDSCAPED ARCHITECT F IT 6 EXPECTED THAT ME TREE WILL NOR BE ABLE 10 SJPPONI ITSELF T FEE _TAU II IC DET "-IL `1-2 r716 MM (1 ) (-ALI°E= (-)P NO SCALE OFCI0110115 & FVER1ARFFN PI ANm55 BF0 PREPARATION, ALL A55 PLANT NG BEDS SHALL BE TILLED TO MINIMUM DEPTH OF TEN INCHES ANNUAL PLANTING BED PREPARATION PROVIDE 1 FOOT OF STERILE PLANTING MIX AND FERIIUZE WITH A 0 10 0 GRANULAR FERTILIZER PER THE MANUFACTURERS INSTRUCTIONS FERTIUZATION, ALL LINT MATER! L5 SHALL BE FERTIU0E0 PO ST IIATIO WITH T E FOLLOWING TYPES AND OUANTMES OF FERDUZER MIXED IN WITH THE PLANTING SOIL PER THE ANUF CTURER S NSTRUCTIONS SPRING PI ANTING APPLY 10 10 10 GRANULAR FERTILIZER T THE RATE OF TWELVE OUNCES PER TWO TO THREE INCH CAUPER TREE AND SIZE OUNCES PER SHRUB SUMMER ANO FAIT PI ANTIN6 (RFFORF WINTER FREEZE UP( APPLY 0 20 20 GRANULAR FERT1UZER A THE RATE 0 TWEL E OU CES PER TW0 TO THREE NC CAIJPER TREE AND 5X OUNCES PER SHRUB PACKET L i011 SE 50 L EXCA 1E0 FRO PLANK G OLES ND THOROUG LY X AMENDMENTS SOIL AMENDMENTS SHALL INCLUDE 1/3 PEAT MOSS TO 2/3 EXCAV TED SOIL FOR ALL PLANTING SOIL N ADDITION DRIED BONE MEAL FOR ALL PERENNIAL LOCAIO S REMO E ALL DEBRIS INCLUDING ROCKS LARGER THAN THREE NC DA ETER FMG.INr EDGING SHALL BE A MINIMUM OF FOUR INCH TALL PVC COMMERCIAL GRADE EDGING INSTALLED WITH THREE ET L CHAR STAKES PER TWENTY FOOT SECTION ALL MASS PLANTING BEDS SHALL H VE EDGING PLACED BETWEEN OLC REA D ADJACENT TURF AREAS UNLESS SPECIFICALLY NOTED ON THE LANDSCAPED PLANS WEED BARRIERS ETER THE SURFACE OF THE GROUND HAS BEEN RAKED SMOOTH A FIBER T WEED BARRIER SHALL BE PLACED N ALL PLANTI G BEDS EXCEPT WHERE PERE HAS HAVE BEEN MASS PLANTED THE WEED BARRIER SHALL BE LANDSCAPE FABRIC WITH A WEIGHT OF 5 TO 55 OUNCES PER SQUARE YARD FABRC SHALL BE ULTR VIOLET LIGHT STABILIZED AND H VE MINIMUM FIVE YEAR WEATHERABILITY FACTOR IN FULL SUNLIGHT A SAMPLE WITH ANOF CTURERS SPECIECATIONS UST BE SUB ITTED TO THE LANDSCAPE ARCH TECT FOR RENEW AND APPROVAL PRIOR TO INSTALLATION MULCH AS SPECIFIED ON THE LANDSCAPE PLANS ALL PLANTING BEDS TO RECEIVE A THREE CH N U DEPTH OF ULCH ATTER WEED BARRIER HAS BEEN SET N PLACE ALL INDVIDUALLY PLANTED DECIDUOUS AND CONIFEROUS TREES RECEVE A SIX INCH MINIMUM DEPTH OF SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK INIMUM 5 DIAMETER TREE STAKING 11 15 THE LANDSCAPE CO TRACTOR 5 RESPONS B LRY TO TAKE EVERY STEP NECESSARY TO FMNTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE ENO OF THE PLAN GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM SOL OR W 0 CO RATIONS ARE PROBLE F T E LANDSCAPE CONTRACTOR PERCEIVES THAT PROBLEMS COULD OCCUR IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBIUTY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETALS TUCK ANT LOOSE ENDS OF THE WRE OR CABLE INTRO ME WIRE WRAP 50 THAT NO SHARP WIRE ENDS ARE EXPOSED INSTAL THREE GUY OURS PER TREE SPACED CVFNL AR0I D THE TRUNK. 13 KM (0 5') Mk PLASTIC HOSE GA ANFZED PARE OR CABLE NAST PARE TO TIGHTEN TURI84UCRLES FOR TREES OVER 50 MIA (6) CALIPER 750 MN (30) LONG 111000 STAKE_ ALL STAKES SHAD. BE ERMEN WSW THE EDGE OF THE ROOT BAIL RLA60 G 0R OTHER V15U^L ARKER 0 EC RARE ETA DRIVE ANCHORS INSTALLED R MMU ACNRERS ERECTIONS ASSURE THAT THE BARING SURFACE OF ME PR0TEC1NE CNRRNG OF ME RARE OR CABLE A(NN51 THE TREE TRUNK 15 %NRINN OF 2 (0 5') REMOVE ALL STAKING AS SOON AS THE TREE HIS GROWN SUFFIGER ROOTS TO OVERCOME ME PROBLEM MAT REWIRED ME TREE TO BE S1N(E0 STAKES SHALL BE REMOVED ND LATER THAN ME END CC ME FIRST GROWNG SEASON AFTER PLANTING. TREES NOFOWLY DO NOT NEED TO BE STAKED IND STATING CAN BE HARMFUL TO ME TREE STAKING 51001E BE DIRE ONLY MT1H THE 6PRO0PL OF THE LANDSCAPED ARO°TE61 F R 6 EXPECTED 1HAT ME TREE NIL NOT BE ABLE TO 91PPORT ITSELF 5 )T'=__ _1A1 111( DET11IL �) 75 MM ( ) ( -3LI1- EP OF IA( )PE NO SCALE TREE OTAMJ110 IT 15 THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CO DMON AT ALL 11 ES UNTIL THE E D OF T E PLA GUARANTEE PER OD ESPECA LY HERE ANOAUS SOIL OR HAND CONDMONS ARE A PROBLEM F THE LANDSCAPE CONTRACTOR PERCEIVES THAT PROBLEMS COULD OCCUR TT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBIUTY TO 5T NE AND/OR GUY THE TREES ACCORDING TO THE DETAILS TREE RAPPING WRAPPI G MATERAL SHALL BE OUAJIY BREATHABLE FABRC TREE WRAP MANUFACTURED FOR THIS PURPOSE ALL DECIDUOUS TREES PLANTED I THE FALL SHALL BE WRAPPED AFTER NOVEMBER 1ST AND PRIOR TO DECEMBER 1ST OF EACH YEAR REMOVE ALL WRAPPING AFTER MAY 1ST ND PRIOR TO JUNE ST OF EACH YEAR RODENT PROTECTION PROVIDE ON ALL TREES EXCEPT CONIFERS UNLESS OTHERWISE SPECIFIED ON PUNS MARK ME NORTH SIDE OF ME TREE IN THE NURSERY W0 ROT TE ME TREE TO FACE ORM T T E SITE WHENENER POSSIBLE 6-0 HIGH STEEL SINE 0R OTHER APPROVED STAKE MATERIAL DOUBLE STRAND 14 GA GALVNI® WRE ITT TURN BUCKLE 60(1 1/ POLYPROPYLENE OR POLYETHYLENE STRAP FLAGBRG (0 E PER RARE) 6 DEPTH w000 CH P LC 5 DA N (REFER TO SPEC FODOR) 74 NOT CODE THE TOP OF THE 00T BALL WITH SOIL PLANTING SOL (REFER TO SPECIFICATION) DO OT CC ER ME TOP DF THE ROOT BALL PATH S0L TAMP SCR AROU 0 00r BALL BASE FIRMLY RH FOOT PRESSURE 50 THAT MOT BALL DOES NOT SHB1 500 TOPSBL x2 X2 W000 STAKE SET AT ANGLE OND51U BEE 0 COAPACE0 R01 BACK TOP I/O OF BURLAP ON T BALL REINCK ALL TNi5E, ROPE MARE AND BURLAP TOP OF R001 BAIL TO BE ABM SURROUND NG GRADE CITE ROPE FOR BURLAP LOCATED AT TOP OF ROOT BALL ITO OF R001 EN1 TO SIT ON UNIX6A ATE° 0R TAMPED 5UB6RADE �L 1 ITII I( 1)E1 )11 T==E NO SCALE L2 1w0 ALLOT P1511C 5 OR TREE SHELTER MAIEROL APPLIED FRO TRUNK FARE TO FIRST BRANCH 8100EGR DARIE PLASTIC TAPE Mk ME PLASTIC SHEETING L0041_ AROU D THE THE SHEETING TREE MRAP SHOULD BE INSTAIF5 AT TIME OF RAN ARCHITECT BUT 0 LATER THAN 2 0015 AFTER TREES WHOSE NORM ORIEM 110N 15 NOT CHANGED TREES M11H VERY PE OAR( SUCH AS RED NAPLL A CHRECI OPTION 1 OPTION 2 rAk Ai_ Ali, NkOr/iFVBLE FABPoC TREE WRAP APP ED FROM TRUNK FARE TO ME FIRST BRANCH RAP P PER FRO T E BOTTOM U PATH SUFFICIENT OVERLAP TO [OVER LL BARK B00EGAOABLE PUST6 TAPE ARUM( TO LAVE 12 MM (0 5") GAP B011160N THE Mu AND BIG AND BE REMOVED WHEN ERECTED BY 115E IANOSCAAE PANTING FROM THE NURSERY CO NOT NEED TO BE WRAPPED ACEP0 SHOULD BE WRAPPED E APPROVED BY TILE LANDSCAPE / 6 I.1 \/ ,--l11( 11_1=IL L2 SITE CONfITI11NS, NO SCALE 1 IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS SOIL CONDITIONS OR NY OTHER SITE CONDRON WHCH MIGHT NEGATIVELY AFFECT PLANT TER AL ESTABUS ENT SURVI AL OR GUARANTEE T EY 5H LL BRING T ESE BERGE CIES TO THE TTENRD OF THE LANDSCAPE ARC TECT N WRITING PRIOR TO N5T LA 0 2 FIER ALL UTILITIES HAVE BEEN LOCATED AND PROPOSED PLANT MATERIAL LOCATION ST KED ALL OF T E PROPOSED PLANT MATERAL LOCATION UST BE REV EWED N APPROVED BY THE LANDSCAPE ARCHITECT PR OR TO IXC RON 3 OJUSTMENTS LOCATIO 0 PROPOSED PLA TERALS Y BE NEEDED N THE FIELD THE LANDSCAPE RCHITECT MUST BE NOTIFIED SHOULD ANY DJUSTMENT BE ADVISED NO PLANTING TO BE INSTALLED UNOL GRADING AND CONSTRUCTION HAS BEEN CO PLETEO I THE IMMEDI TE REA WORKMANSHIP PRECEDE TS PLAN T KES PRECEDENCE OVER LANDSCAPE "FERAL SCHEDULE F 05CREPANC ES 0 AN00E5 E AST 5 ECFICAn° 5 TAKE PRECEDE CE OVER NOTES 2 PLACEMENT ALL PROPOSED PLANTS 5H LL BE LOCATED C REFULLY AS SHO N ON "FHS LANDSCAPE PLANS RESPECT 5T TED DI ENSIGNS DD NO SCALE DRAWN 5 3 PROCEDURE (PROCESS) ALL PLANTS TO BE INSTALLED A5 PER PLANING CET L5 5 R SPACING OF 5 D OR LESS SHALL BE MASS EXCAVATED AND/OR GULTNATED BY TILLING PUNT ST CGERED ROWS 0 THE PERI ETER FIRST THEN UNIFOR LY FLL MATH REMAINING QUANTITY USING TRANGUUVR SPACING PROVIDE A ENE FOOT RADIUS AREA CLEAR OF SHRUBS AROUND EACH DECIDUOUS TREE AND AN EIGHT FOOT RADIUS CLEAR AREA AROUND EACH CONIFEROUS TREE PLANTING BEDS SHALL BE MASS MULCHED IDENT FICATION ONE SHRUB PER TYPE NO SIZE IN PLANTING BED AND EVERY TYPE OF TREE 5 ALL BE CLEARLY IDENO ED (CO MON DR LATH 0 E CLATURE) WT PLSTC T G WHICH SHALL NOT BE RE OVER PRIOR TO OWNER ACCEPTANCE TURF ESTABLISHMENT 1 SEED ALL AREAS DISTURBED DUE TO GRADING OTHER TH N THOSE AREA NOTED TO RECEIVE S00 2 THE FINISHED GRADE OF SOD OR SEED AREAS SHALL BE HELD TO ONE I C BELOW SURF CE ELEVATION OF TRAIL SLAB CURB ETC WHERE SOD OR SEED REVS ABUT P VEO SURFACES 3 SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HASO STAGGERED JOINTS SOD SHALL BE STAKED TO THE GROUND ON SLOPES STEEPER THAN 3 1 OR IN DR0NAGE SW LES DECIDUOUS SHRUBS SW1 HA.E NW OF FM CANES T SPECIFIED HEIGHT UNLESS OTHERWISE SPE0RE0 ON LANDSCAPE NATERML SLIIEDULE 3 DEPTH W000 CHIP %ANC (REFER 70 SPECIFICATION) EDGING (REFER TO SPEOFICA1UN) REFER 7D IAND566E PAR FOR GROUND COVER TOPSOIL UNDISTURBED OR COMPACTED SUBGRADE LANNDSCAPE FABRIC (REFER TO SPECIFICATION) PALMING S0 (REFER 10 SPECIFICATION) BLOTTO OF SHRUB 10 5R ON SUBGRADE / 3 -L-I ITIII' HEI-IL =U5 L2 NO SCALE PLANT TYPE PLANT SIZE (UP TO NO 1 CLUE G) INIMUM HOLE WIDTH ( CHES) APPROXIMATE HOLE DEPTH ( CHES) 3 BB 42 11 B B 5 BB 51 6D 3 3 EVE GREEN T EE5 6 B B 65 15 Z BB B BB 72 81 16 18 9 B B 10 BB 90 102 20 21 I BB 54 14 / B B /2 B B 60 66 1 15 SHADE & FLO ER G 3/ B B 2 B B 72 8 6 9 TREES 2 B B 2 1/2 B B 72 84 I6 19 3 B B 3 /2 B B 96 14 20 23 B B 126 25 EVERGREEN SHRUBS 2 B B 36 9 (UPR G T) 3 B B B B B 63 12 10 SPREAD B B 30 8 EVERGREEN SHRUBS (SPREADING) 2 SPREAD B B 2 1/2 SPREAD B B 36 2 9 11 3 SPREAD B B 8 12 2 CONE 30 8 15 CONE 16 CONE 33 2 9 1 2 CONE 3 C0NT 98 5 12 DEC OUOUS 5 RUBS CANT 60 1B BB 2 9 B 22 30 7 8 3 B B BB 36 2 9 11 5 B B 6 BB 48 5 12 1 CANT 23 7 CONTRA ER GRO 2 COT 3 CO T 26 30 9 0 PLANS 5 CANT 7 CANT 36 42 (3 13 115 CONE 51 18 PANT ROOT 9011 HEW IN CLAY SOIL TYPE AND PANT ROOT BALL T GLADE IN SWAY 501L CONDITIONS. �L-111111( 10511 i_)11A151111((111 L2 N0 5141E ARCHNET THE ARCHITECTURAL NETWORK, INC CHI LP FL 11 ill( I EPI0P E 1 1 L71! 1P IOU MHO AC 11 I 1 4 FI T JI1E 011E LMO F1) 0 PH1 1/ 0 0,0 I/J001F( rreTerra Design Associates. 1UC. BAFw.ro TE°EIVN CAI. IGNEERw L,MmhAPE 40.11ECT9RF 90010U090 91.086 a TE220 92 79 11W1QYy P M 65 2E F0L 69 79 OM •msiaprirarridasq mn ET PAUL LI11R N CORMSMI SOUTH PH 011REIIT STILLI ATERA MN ID JO 231 r FI By Vl n C I - I By rT _ I hardy away that thla plan, awn or report vas prepared a orIQdunderrny direct mma and that I corm a duly Lleanztad a nthltact undar the lase of Om Stets of MINNFSOTA Stratum N1'144414— Name: AIM A. KpETWIOI Datm9.23.02 Rep No..1S144 Sh1- T I. LAINDSCAR3 DETAILS ((L Titer L3 a GEI IEE AL ,PECIFI(TAT IO1I1 \12 REPNR ALL DA GE TO PROPERTY FRO PLANTING OPERATORS T 0 C05T TO THE OWNER ( [112=-I-L-111II11 11 )1L_ 12 NO SCALE (6 00 T I L I N 1 ARCHNET ELECTRICAL SYMBOL SCHEDULE BnBCL DE90P.ID . 811430E DESCAPDON RAMC OE9 FETION 11314T110 POWER BT81BL9 I (y OWING rE MUM. t w x Or AN SL�Tno zTleas ARE SLASH NNu AOCATa RECESSED SIX SHAME 11ODrA1[5 .NE NOW(n SAD 1u ARIUATCS EMERGENCY ON MOO OREML 'IL 111 EA E KACE DocnoN DOMRMOMMt MARL PONE NNo1nTm MARL 1F..O COMM Rom LIDO 1TaHAO Mx BaEIJD 1T91 MADAM Km son Q t) llW Q Q Q ®Ka. v n EKa. EY NEW AOC e1M ISCEP,.nL DG5E MOW RUED ACM Of UN SPu IEDEPTAUL SPECIAL RECEPTACLE. PMD DO COOKLE. OMD REnm �� GLOM CURET H:V11m O.RLQ 4®. 12 SPACE 17/UM nOADND ��� 1CCARNET NANYOW01 MACSTRIA nif AS SCCO DE[uIN0CN DONN STARTER w1ew.Don IDTDA STMIEA ENCLOSED °RCM 9EAHOH dT10/BIi P W CALL SRTOL C7�1 EM..9O1 WED n] 4 ^ ^OI G LEI 0wD/DNER.Nsm1 Afil O rr O 0 • • 101 1_f-Q 0 j p A IN. 51 MHMO O p A DOOR w.Dn^A-^ O11-�-��� A Nuw A HTN TROSE O .0 A SPEM. O A 1G.IEATTOH otrtOTON NOTm0CTNc 5o OFrtcm. O A DUCT MAYS DETECTOR e WA GCECTOA A STUps O 1 WA11Q PROM DELL O SPIEADLTL nRat O A 9NMaOP 1LP1 W.PONE O A. Ael PWT.SSAE WT 0 A. Da&K OMAL MACE/TOE MOOR ® LION taut MK 1 ' 4.TESHK ' 00 ` CODA ARAMM/lOOY mATc AN EIRITCHSEI O ID0 BPS- 1:::1T ® E �--IT L 2 1' 1 y, c I /51 ® 0 e SD18l WALL 11MQ ox rouR PCIS SA110C NErtw MICA 10ExT.EY CON AR Sw1ON / NUM COI 511ON DIRER 9ET1x N01a COMM. MOCK TA TARSI S•Ta SPACE A1DN COODOL DRAM. SENSOR N LIE CLOCK 0 LAMAS N1ACTm IBC. A T Y 4 I l i 4 0 GUILE TT1D.oC omn MOCF/0. WILE w um MONO( naafi wK 1EQONHOIE wMusD D COMM aK °NNE SPUDIR d. CURL SPEAKERCOLA. ./. A14 e A OR.S O . omE ET1mE eeRm�x CALL 4 GmGmST RCN ry, Y MNRAOATw rcIC ONE tow Wirt Om l ST RCN.ERGOL NAST"T Y g W OM — Q ASAS I 1 DRAW. ant¢ 9Evc NOTE os1oN AD DTOON 02..OI AG THIS DIN SHALL BE 30 IN BLACKTOP AREAS AND 12 IN CRASS AREAS VMEN SET BACK 4 0 FROM CURB 44 1/2 K 8 0 GROUND ROD HAND HOLE POLE PER n01URE SCHEDULE PVC CONOU 1 NTH BUSHED ENDS OPOLE BASE DETAIL NO SCALE INSTALL ON SHRINK GROUT 1 1/2 45 DEG CHAMFER CHOR BOLTS 3/ 48 LNG nN SHED GRADE 6 16 VERTICAL R00S PVC CONDUT 15 O 12 0. OR12ONTAL TIES 000 PSI CONCRETE AT 28 DAYS WEST WILLARD STREET O SITE PLAN = 30 —0 ME ARCHITECTURAL NEIVAXIC, INC ARCI61EC1URE PUNNING. INTERIOR DESIGN CONSTRUCTION IIANAGEIIENI 12445 551h STREET SUITE A LAKE ETMO MN 55042 PHONE 651/430-0606 FAH( 651/430-0180 FrmiN ENGINEERING INC 763 585 6742 763 585 6757 fax Ema 1 steen@ecene com 5650 North 41 c Drove Brooklyn Cente MN 55430 Project ST PAUL LUTHERAN CHURCH 609 SOUTH 5TH STREET STILLWATER MN Project No TAN2O1 Drawn By SHIN Checked By 94r Date 8/23/02 Rev stops Item Dote PRICING SET 5/2/02 HPL SUBMITTAL 0/23/02 I hereby lily th t th pl sp n t Dn or sport w p ep ed bym or der my t S0per05o11 d th t 1 ern d ly L icensed E g)n er de th I w of the St t 1 MINNESOTA Sg t N D t Reg N Sheet Title SITE PLAN Sheet Number El ARCHNET 16-3 14-0 2-5L2-5 15'211 II 1 O O 16-5 16-5 / 4-0 / 1166 ADDITION 19-4 24-0' 1 454 55-4 / 4-0 / 0 0 / D 0 I / D 0 / D 10 / I m rA� n u 4 O t 4 a D I> /Iv I4-8 la� 4 m y ,,,555 //'F/y w-a Il4il 1%2-4(! -0 34 2-4 2/2_i vi21f1i ]i�7i�23�213 11 II II I I I 1 I §`4 �1�SS,FNNILAL AREA\ I i1 24-0I / I F1tVA at 1 1 Il'I 11-0' 9-0 ROOF 50.05 5EE ROOF PIC o 3125 675g20 I5.4 II I II II I i FL N\ 11 I II II 5A51£12 LI1E 6.001GA1E5 ROOF 0V15DIA136 ABOVE (LINE OF TRIGS) LINE OF EX151145 GLROA WALL 9 I____I FACE OF 5015TIW5 1906 RAGE WGONRY PIER BELOW TYPICAL UPPER ATRIUM AREA PIER S45a5 TYPICAL PAGE OF EXI511N6 c (500l+Asorm� i U 57 / m 122-6 I1E i5Kn65 r 00 PI 'KYLIbNT ABOVE 11-6 5 2 / j • a h o nl'=_ ORIGINAL CHURCH STRUCTURE ROOF ll I IF Ilii J ///I4 12-4 THE ARCHITECTURAL NETWORK, INC ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 551h STREET SUITE A LAKE ELMO MN 55042 PHONE 651/430-0606 FAX 651/430 0180 Project ST PAUL LUTHERAN CHURCH SOS SOUTH Sth STREET STILLWATER MN Project No 00-251 Drawn By R WARNER Checked By M HOEFLER Date S/25/02 (H P G SUBMITTAL) Revisions Item Date I he eby cart fy that th s pl pec feat o o report was p epa d by m o de my d t p rvls on d that I am d ly Lice 9ed Arch t ct d th I ws of the State of MINNESOTA Sg t N m MICHAEL G HOEFLER Date Reg No 24210 Sheet Title OVERALL CLERESTORY FLOOR PLAN Sheet Number A3.2 O OVERALL CLERESTORY FLOOR PLAN I/& I-0 ©2002 The Arch tectural Network Inc i HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-51 Hentage Preservation Date September 4, 2002 Project Location 6490 Stillwater Blvd Comprehensive Plan Distnct Single Family Residential Zoning Distnct RA Applicant's Name Jerry Turnquist, representing Bethany Evangelical Covenant Church Type of Application Design Review Project Descnption Design review of revised placement for monument sign Discussion History -The Commission reviewed and approved the new addition and signage for this project at the December 3, 2001 HPC meeting (minutes attached) The applicant is requesting a revision to the approved location of the sign It was originally shown to replace the existing monument location The intention now is to site the sign 15 feet from the property line perpendicular to the vertical part of the mounted cross on the east side of the building The design of the monument sign hasn't changed since the Commission last reviewed it, except for the reader board is now shown to be backlit and white When it was reviewed to December 3`d, the background was olive green with white lettering (will bnng pnnt to meeting) Recommendation: Approval as conditioned Conditions of Approval 1 All revisions to the approved plan shall be reviewed and approved by the H P C 2 The reader board shall remain as previously approved olive with white lettering Attachments Application Form//Site Plan/Elevation Case No Date Filed Receipt No • Fee: $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application Photos, sketches and a letter of intent is required All supporting material (i e photos, sketches, etc ) submitted with application becomes the property of the City of Stillwater Fourteen (14) copies of all supporting materials is required. All following information is required PROPERTY IDENTIFICATION Address of ProjectAssessor's Parcel No Zoning District 12.4% Description of Project in detail Sle 1Z,,Ut .-3 "I hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct. I further certify I will comply with the permit if it is granted and used" If representative is not property owner, then property owner's signature is required Propertyweer t�0 L., Representative,)E.T � Ti, t I �ST Mailing Address Le410 STcJ *LA) O Mailing Address 35102... 1t7p "%L. City State Zip STD • rf 1s3 es z City State ZipS`t11) Mk) a"o ¢3.Z Telephone No 4 S • 941 Telephone No 43 • 1 It I S C• — 651 UP $311 H \mcnamara\sheda\2002\design review permitwpd April 12, 2002 1 , / S --SA SA- - ---( SITE ; AN NOTES .tW CHICK CONCRETE SI -WALK () `:.I 4 T 1IC CONCRETE SICr1NALh TO EXISTING SANCRUARY BY ALTER a 16N 7 0 &E LOCATED IS ' FRoM PRoPEg7"y L/AJE PERPENt/CuLAk To 7-WE VER.7/CAL P &Zr OF 77-IE MouNTED COSs DAo EAST S /IE or CI�1.42cR &Lb "Luke Klevgaard, Design Innovation" To Gayle D Peters/US-Corporate/3M/US@3M-Corporate <dinnovations@gwes cc tnet> Subject Sign Materials 08/19/2002 04 41 PM The sign will have the following 10" extruded cabinet double angle iron frame inside High output lamps cold weather ballast clear face on the outside (Lexan which is unbreakable) heavy duty lock on both sides etched, primed and painted with Dupont paint (anchor bolts and electrical connections) disconnect inside the cabinet for service City of Stillwater Hentage Preservation Commission December 3, 2001 Present Beth Diem, Phil Eastwood, Diane Hark, Jeff Johnson, Brent Peterson, and Roger Tomten Others Community Development Director Steve Russell Absent Chairman Howard Lieberman Vice Chair Johnson called the meeting to order at 7 p m Approval of minutes Mr Johnson questioned the height restnction of the lettenng in the Jiffy Lube sign, Case No DR/01-38, saying he recalled the condition was to allow lettering 40 or 42 inches in height Ms Hark said she recalled the height was 40 inches (The recording secretary's minutes confirmed the height was set at 40 inches) Mr Tomten, seconded by Mr Eastwood, moved approval of the Nov 5, 2001, minutes with that correction Case No DR/01-41 Design review of building addition and signage for Bethany Evangelical Covenant Church, 6490 Stillwater Blvd Bruce Caulfield of Busch Caulfield Architects Inc representing applicant Mr Caulfield was present to discuss the request for an 8,000-square-foot addition south of the existing structure He provided samples of the proposed materials which will be the same as being used in the renovation of the existing structure The requested internally illuminated sign is a little over 8 feet high, 92 square feet total The sign will be placed in the same location as the existing sign, 40 to 50 feet from the property line, he stated The only new lighting will be under the canopy at the entrance of the building There was some question as to the allowable height of the sign Mr Russell noted that smce the church is in a residentially zoned area, the City has complete control over that issue Mr Johnson suggested the requested sign fits well with the setback and size of the lot Mr Johnson asked about landscaping plans Mr Caulfield said those plans have not been developed at this time, and noted that in the past, church members have done much of that work Mr Tomten moved approval, stnking conditions of approval No 4 and 17 regardmg hghtmg, and adding a condition that the apphcant provide a landscaping plan for review by the HPC Mr Peterson seconded the motion Mr Johnson suggested that the motion should indicate that the sign package was reviewed and accepted Mr Tomten and Mr Peterson accepted that as a friendly amendment to the motion, motion passed unanimously Case No DR/01-42 Design review of an awning for McGarry -Kearney Agency and Marx Cafe at 243 S Main St Monica and Rob McGarry, applicants 1 A COMPLETE APPRAISAL SELF CONTAINED APPRAISAL REPORT (File #4724) OF RAILROAD RIGHT OF WAY FROM LAUREL STREET TO SOUTH OF NELSON STREET STILLWATER, MINNESOTA BURLINGTON NORTHERN SANTA FE — OWNER AS OF JULY 23, 2002 FOR BURLINGTON NORTHERN SANTA FE CORPORATION C/O STAUBACH GLOBAL SERVICES 4105 LEXINGTON AVENUE NORTH ARDENT HILLS, MINNESOTA AND CITY OF STILLWATER 216 NORTH 4TH STREET STILLWATER, MINNESOTA BY MICHAEL J BETTENDORF, MAI CERTIFIED REAL PROPERTY APPRAISER MINNESOTA LICENSE #3001398 BETTENDORF ROHRER KNOCHE WALL APPRAISALS VALUATION SERVICE S }) _Aug ustt-8, 2002 ' rI \ \ Burlington Northern Santa Fe Corporation C'/O Mr Bruce Opp Staubach Global Services Suite 200 4105 Lexington Ave N Arden Hills, MN 55126 And Mr Steven Russell Community Development Director City of Stillwater 216 North 4th Street Stillwater, MN 55082 Re Railroad right of way Between Laurel St and South of Nelson St Stillwater, MN BNSF — Owner Gentlemen In accordance with your request, I have made a careful inspection of the captioned property which, is more particularly described elsewhere in this report, and have made a study of conditions affecting its value The property comprises a strip of land extending south from Laurel Street (extended) south approximately 2,870 feet to a point 150 feet south of Nelson Street in the east portion of downtown Stillwater, Minnesota The strip varies from 20' 60 feet in width containing 126,188 SF or 2 90 acres, more or less, subject to survey The property is zoned Central Business District The highest and best use of the property is for amalgamation with adjacent properties for parking purposes The property is a railroad right of way The property is appraised as though vacant Tracks, ballast and other railroad equipment have specifically excluded from the appraisal SPRUCE TREE CENTRE SUITE 3 1 4 1 6 0 0 UNIVERSITY AVE ST PAUL MN 5 5 1 0 4 651 646 61 1 4 FAX 651 646 8086 brkw@ brkw com 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 The size of the property, 126,188 SF excludes the right of ways for Myrtle, Chestnut and Nelson Streets, but includes the crossing from Mulberry Street, as reflected in the plats No formal legal description of the property has been submitted to your appraiser The appraised area is based upon a map submitted to your appraiser The area is reflected in maps and plats contained in this appraisal The appraised area is subject to a formal legal description and subject to survey Any outstanding special assessments are assumed as though paid in full The opinion of value, as stated in this report is predicated upon the definition of Market Value contained herein Implicit in the definition of Market Value is that payment is made in cash or its equivalent The equivalent of cash is conventional financing at bank/ institutional rates The estimate of value, as stated herein reflects cash or cash equivalent financing The effective date of this report is July 23, 2002, which constitutes the date of inspection By virtue of my investigation, I have formed the opinion that the market value of the subject property as of July 23, 2002 is ONE MILLION ONE HUNDRED FORTY FIVE THOUSAND DOLLARS ($1,145,000) This report has been prepared in conformity with the Code of Ethics and Standards of Professional Practice of the Appraisal Institute and in conformity with the Uniform Standards of Professional Appraisal Practice (USPAP) as mandated by the State of Minnesota Your attention is invited to data and discussions, which, in part, form the basis of this conclusion Yours Truly, Michael J tenf, MAI Certified General • -a-1—Property Appraiser Minnesota License #4001398 BETTENDORF ROHRER KNOCHE WALL, INC PAGE 2 TABLE OF CONTENTS SALIENT FACTS AND CONCLUSIONS 1 PARCEL SKETCH 2 AERIAL PHOTOGRAPH 3 PHOTOGRAPHS 4 PROPERTY IDENTIFICATION 9 LEGAL DESCRIPTION 9 PURPOSE/INTENT OF APPRAISAL 9 PROPERTY RIGHTS APPRAISED 9 SCOPE OF APPRAISAL 10 ZONING 10 ZONING MAP 11 ASSESSMENT AND TAXATION 12 HISTORY OF OWNERSHIP 12 MARKET VALUE DEFINITION 13 COMPETENCY PROVISION 13 CONTINGENT AND LIMITING CONDITIONS 14 METROPOLITAN AREA DESCRIPTION 16 METROPOLITAN LOCATION MAP 21 COMMUNITY DESCRIPTION 22 COMMUNITY MAP 28 SITE DESCRIPTION 29 PLAT MAP 32 RIGHT OF WAY MAP 33 TRAFFIC VOLUME MAP 34 FLOOD HAZARD MAP 35 HIGHEST AND BEST USE ANALYSIS 36 EXPOSURE TIME AND MARKETING PERIOD 38 DIRECT SALES COMPARISON - LAND ., 39 LAND SALES LOCATION MAP 47 ANALYSIS OF COMPARABLE SALES 48 RECONCILIATION 56 CERTIFICATION 57 APPRAISER QUALIFICATIONS 58 COMPANY PROFILE 60 BETTENDORF ROHRER KNOCHE WALL, INC PAGE 2 Parcel Sketch BETTENDORF ROHRER KNOCHE WALL, INC PAGE 2 6 — 'n°C'^ vz&.4c 'd K d�: iiirt-r ti c A- 4" r t R. 4 '' ', } to 'I u a .'!f tl "\ 4 ' t t ' "...", 7 I �`i , J (pi- _ _. 1 Y ..e .. S4ra a 1 4 4 y.., 1—i / Fes::,,,, , ,.. } t ti� e •, yt; S y r{ a� t `. ; ❑; to 4: J7 . A ' 7-. .t t t1l. t 11' ._ '_ - Y Fc 5 � )'4'° r 4 .7,' �� , { 3! « �' k 5 £ ^c ii u� N # 1 s 't `tL a" 'f• I 1 l ( I!I `\) ,' '-'4' '1 T-� b« )£ Y'''3rB�ET'PE�NDOIU �R'O1HRE�RxIcN10CUE WALL, INC - 7 } T -••- S t �— 3elt I P 7 i t .n f L INC'''' i_I (1 4 1y �t 1 Y � t .'t 1 i �f G / ( l f F ��t !tit YSl ^Y 7 y 1` yA { T y 'r S I --, 1 Yx£, ��.. ' ''-'1 Spruce TreeiCentre; Suite 3�1'`I' -k„ I .3 -r ,.,-Spruce s - J 1t- , i .7 K I a 'y y '4 „ ' , L " ,,.. 1 S 3 r i c.'t, a x y s r' ., ty k' '}' r;l't.. .4; ,' ' n y1` r1600 Universit tAven�u�e- ` '_5 '+ ''F t r ti f r k S a '1;r y d 7 1 ti } F I. `r I '+ J' k- nt 4 r�aif 1 S a 4 i '-t 'n' i S ! 4! P 1. tt 3-- �' ''' r r - -) i r4., - ;1),.- ',2--0 ryM� 1 t St Paul,iMinnleso,ta�55104� F, ', z, , , 1~ 4 s ; u % ,' H^, :lel L Y S }r -I) FI .. '' t^ ✓L L S i• 1 r ty _k ( (� �i i r f _ ' Phone ,(E6511); 64`6-6T1£14`3o 1 a�x�(651) 646=8086 - `-� ° d t� .� C f .n. - } a t. 2 i ar S r- ' t 5,4 t. `' 4r ,,r t f H -q'z a `a 1 �•r 1 r m t r ,' i '+ '' ,d' K l r' L f ' t T i 7 a .a K a 7,— .1, 1 — 1 ,, s_ f H k 4t . J T 1 City of Stillwater Attn Mr Steven Russell Community Development Director 216 North 4th Street Stillwater, MN 55082 Return a copy with payment INVOICE Date August 12, 2002 Invoice Number 4724 Amount Enclosed $ DATE& ,- ', ,' l YCHAIRGES AND CREDITS , 'AMOUNT 8/12/02 RE Appraisal of railroad right of way Between Laurel St and South of Nelson St Stillwater, MN BNSF - Owner For appraisal services by Michael J Bettendorf, MAI One half of the total fee of $3,800 $1,900 00 BETTENDORF ROHRER KNOCHE WALL, INC A service charge of 1 '/:% per month will be added after 30 days Thank You Aerial Photograph BETTENDORF ROHRER KNOCHE WALL, INC. PAGE 3 PHOTOGRAPHS Looking south from North End (Laurel Street Extended) Looking South from between Laurel and Mulberry Streets BETTENDORF ROHRER KNOCHE WALL, INC. PAGE 4 Looking South from Mulberry Street Area Between Mulberry and Myrtle Streets BETTENDORF ROHRER KNOCHE WALL, INC. PAGE 5 Area South of Myrtle Street Area South of Chestnut Street BETTENDORF ROHRER KNOCHE WALL, INC. PAGE 6 Area South of Nelson Street Looking North from South End of Subject BETTENDORF ROHRER KNOCHE WALL, INC. PAGE 7 Extension Strip from Water Street BETTENDORF ROHRER KNOCHE WALL, INC. PAGE 8 0 a 0 0 o 0 0 r 0 o -, 0 o PROPERTY IDENTIFICATION The property comprises a strip of land extending south from Laurel Street (extended) south approximately 2,870 feet to a point 150 feet south of Nelson Street in the east portion of downtown Stillwater, Minnesota The strip varies from 20' to 60 feet in width containing 126,188 SF or 2 90 acres, more or less, subject to survey The property is a railroad right of way The property is appraised as though vacant Tracks, ballast and other railroad equipment have specifically excluded from the appraisal No street address has been assigned to this property LEGAL DESCRIPTION No formal legal description has been submitted to your appraiser The area under appraisal is defined by the maps and plats contained in this report PURPOSE/INTENT OF APPRAISAL The purpose of the appraisal is to provide an opinion of market value of the subject property as of July 23, 2002 The effective date of the appraisal reflects the date of inspection The opinion of value, as stated in this report, is predicated upon the Definition of Market Value contained herein The intent of the appraisal is to assist the owner and a prospective buyer in determining a potential sale price The intended users of the report are representatives of BNSF and its agent, Staubach Global Services together with representatives of the City of Stillwater PROPERTY RIGHTS APPRAISED The property rights appraised are those of the fee simple estate The source of the following definition of fee simple estate is page 140 of the Dictionary of Real Estate Appraisal, third edition, published in 1993 by the Appraisal Institute "Absolute ownership unencumbered by any other interest or estate, subject only to the limitations imposed by the governmental powers of taxation, eminent domain, police power, and escheat " BETTENDORF ROHRER KNOCHE WALL, INC PAGE 9 SALIENT FACTS AND CONCLUSIONS Opinion of Market Value $1,145,000 The Property Land Area 126,188 SF, More or Less Width Varies from 20' to 60' Length 2,870',More or Less, Excluding Streets Topography Level — At grade with adjacent properties Utilities All Available Zoning "CBD" Central Business District Flood Hazard Zone Zone A10 — 100 Year Flood Level Highest and Best Use Amalgamation with Adjacent properties for Parking Valuation Conclusions Direct Sales Comparison $1,145,000 Cost Approach Not Applicable Income Approach Not Applicable Date of Valuation July 23, 2002 — Date of Inspection Appraiser Michael J Bettendorf, MAI BETTENDORF ROHRER KNOCHE WALL, INC PAGE 1 SCOPE OF APPRAISAL A detailed inspection of the property was made by Michael J Bettendorf, MAI on July 23, 2002 An analysis has been made of physical characteristics, zoning, market trends and other pertinent information leading to a conclusion of highest and best use As will be discussed later in this report, the highest and best use of the property is for amalgamation with adjacent properties for parking purposes A valuation analysis has been made based upon this highest and best use Of the three approaches to value, (Cost, Income and Direct Sales Comparison) only the Direct Sales Comparison Approach, has been used The subject site comprises vacant land, as such the Cost Approach, which separates the value of a property into the components of land and improvements is not applicable in this instance The Income Approach has also been excluded recognizing that vacant sites, such as the subject are rarely rented for investment purposes The Direct Sales Comparison Approach involves an analysis of sales of similar properties, which after making necessary adjustments for various differences provides a value conclusion for the site This method of analysis best measures the attitudes of buyers and sellers for this type of property Full weight will be placed on the conclusion obtained from the Direct Sales Comparison Approach Market Data regarding land sales, requirements were obtained by researching county records, city records, local data exchanges, and interviews with Real Estate Brokers, Appraisers, Developers and Lending Institution Representatives Information and market data from these various sources were then verified and checked for accuracy and completeness The most relevant and pertinent of the market data collected has been presented and analyzed within the approach to value ZONING The zoning of the subject property is "CBD" Central Business District" Permitted uses under this zoning classification include administrative, executive and financial offices, stores, shops and general retail, banks, and so forth Minimum requirements include a lot area 10,000 SF Setbacks are 15 feet for front yard, 20 feet for total side yards, and 15 feet for rear yard Maximum lot coverage is 80% with 20% for landscaping, with setback areas being landscaped Maximum height of buildings is 4 stories or 50 feet with a minimum height of 2 stories or 25 feet BETTENDORF ROHRER KNOCHE WALL, INC PAGE 10 Zoning Map BETTENDORF ROHRER KNOCHE WALL, INC. PAGE 11 CONTINGENT AND LIMITING CONDITIONS This appraisal report is subject to the following Limiting Conditions and Assumptions 1 The legal description contained herein is assumed to be correct 2 The appraiser assumes no responsibility for matters legal in nature affecting the property appraised or the title thereto, nor does the appraiser render any opinion as to the title, which is assumed to be good and marketable The property is appraised as though under responsible ownership 3 No survey has been prepared of the property by the appraiser and no responsibility is assumed in connection with such matters Sketches in this report are included only to assist the reader in visualizing the property 4 Information furnished by others is assumed to be reliable However, no responsibility for its accuracy is assumed by the appraiser 5 In cases where no soil tests have been submitted, the appraiser has assumed a good subsoil condition, subject to visual observations noted in the report 6 The appraiser assumes that there are no hidden or unapparent conditions of the property, subsoil or structures, which would render it more or less valuable The appraiser assumes no responsibility for such conditions or for engineering which might be required to discover such factors 7 The appraiser is not required to give testimony or appear in court because of having made this appraisal with reference to the property in question, unless arrangements have been previously made 8 The distribution of the total valuation in this report between land and improvements applies only under the highest and best use of the property 9 Disclosure of the contents of the appraisal report is governed by the Bylaws and Regulations of the professional appraisal organizations with which the appraiser is affiliated 10 Possession of this report, or a copy thereof, does not carry with it the right of publication It may not be used for any purpose by any person other than the party to whom it is addressed without the written consent of the appraiser, and, in any event, only with proper written qualifications and only in its entirety 11 Neither all nor any part of the contents of this report, or a copy thereof, shall be conveyed to the public through advertising, public relations, news, sales or any other media without written consent and approval of the appraiser Nor shall the appraiser, firm or professional organization of which the appraiser is a member be identified without the written consent of the appraiser 12 The value conclusion assumes all taxes and special assessments are paid in full BETTENDORF ROHRER KNOCHE WALL, INC PAGE 14 0 0 0 0 0 9 Environmental Disclaimer The value estimated in this report is based on the assumption that the property is not negatively affected by the existence of hazardous substances or detrimental environmental conditions The appraiser is not an expert in the identification of hazardous substances or detrimental environmental conditions The appraiser's routine inspection of and inquiries about the subject property did not develop any information that indicated any apparent significant hazardous substances or detrimental environmental conditions which would affect the property negatively It is possible that tests and inspections made by a qualified hazardous substance and environmental expert would reveal the existence of hazardous materials and environmental conditions on or around the property that would negatively affect its value The client is urged to retain an expert in this field, if desired Americans With Disabilities Act Title III of the Americans with Disabilities Act, "Public Accommodations and Services Operated by Private Entities", requires all privately owned/operated buildings, which provide public accommodations and/or services, to be equally accessible for persons with disabilities All architectural, transportation and communication barriers must be removed, if readily achievable The appraiser is not qualified to make a determination as to whether the property under appraisal is in compliance with this act The client is urged to retain an expert in this field, if desired BETTENDORF ROHRER KNOCHE WALL, INC PAGE 15 MARKET VALUE DEFINITION Market Value as defined by the United States Department of the Treasury through the Comptroller of the Currency and the Office of Thrift Supervision is The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale the buyer and seller each acting prudently knowledgeably and assuming the price is not affected by undue stimulus Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby ♦ buyer and seller are typically motivated, ♦ both parties are well informed or well advised, and each acting in what he considers his own best interest, ♦ a reasonable time is allowed for exposure in the open market, ♦ payment is made in terms of cash in U S dollars or in terms of financial arrangements comparable thereto, and ♦ the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by any associated with the sale This definition is also recognized by the Appraisal Foundation and is part of the Uniform Standards of Professional Appraisal Practice (USPAP) COMPETENCY PROVISION I have been a full time professional real estate appraiser since February 1971 Included in this report for your review is a copy of my professional qualifications I have extensive experience in the appraisal of a wide variety of commercial real estate, including the subject property type My experience and knowledge provide me with the necessary background to complete this appraisal assignment in accordance with the competency provision of the Uniform Standards of Professional Appraisal Practice BETTENDORF ROHRER KNOCHE WALL, INC PAGE 13 1 METROPOLITAN AREA DESCRIPTION The subject property is located within the City of Stillwater, Washington County, Minnesota This is one of the seven counties that form the "Twin Cities" metropolitan area The metropolitan area is located in the northern end of the southern 1/3 of the State of Minnesota adjacent to the state's east boundary with Wisconsin The federal government has designated 13 counties as being the "Twin Cities" metropolitan area However, within the local market, emphasis is placed on a seven county area as the focus of activity with the remaining counties in the periphery The following data relates to the seven county area of which the subject is a part The City of Minneapolis, in Hennepin County, together with the City of St Paul, adjacent to the east in Ramsey County, forms the hub of the metropolitan area These two cities are known nationally as the "Twin Cities" The 7 county metropolitan area has a population, according to the 2000 census, of 2,642,056 residents, with a 13 county population of 2,968,806, and ranks as the 16th largest metropolitan area in the United States Presented below is population information for census years 1980, 1990 and 2000 for the seven counties in the hub metropolitan area and the two urban centers Minneapolis--. St: Paul Metro Area Population �� ��,?*�, POPIILA'I ION �i �� Chanse`, �.rS � It00,UtStf0:101t 19$6-2000'.% .s� ���. +� �iGE County: c-,�: A� iok�a �� �nx �* 19801>� n�l'990,f ,, 1,2000tl°� 1980�199_0, 19�90 2'0 iir, 198W2090j 195 , 998 243 688 298 084 24 3% 22 8% 52 0% ` �fr Carver �� 37 046 47 915 70 205 , 29 3% 46 5% 89 5% Dakota 194,279 275,186 355,904 41 7% 29 3% 83 2% Hennepin 941 411 1,032,431 1 116 200 9 7% 8 1% 18 6% amse,uy 459,784 485 783 511 035 5 7% 5 2% 11 2% �5cott 43 784 57 846 89 498 34 7% 54 7% 104 4% Washington i 113 571 145 890 201 130 28 5% 37 8% 77 1% VT®T,A10S= 1,985,873 2,288,729 2 642,056 15 2% 15 4% 33 0% ,Urbanf-Centers l �1Vl inneapolis 370,951 368,383 382,618 0 7% 3 9% 3 1% St'-aPaa1 270 230 272 235 287,151 0 7% 5 4% 6 3% a..3� �'���` 4` 'ma's P w.- TO ';ALS 641,181 640,618 669,769 -0 1% 4 6% 4 5% Source U S Census Bureau BETTENDORF ROHRER KNOCHE WALL, INC PAGE 16 The seven county metropolitan area encompasses 2,984 6 square miles in which are located 134 cities and 33 townships Each of these municipalities are separate entities with their own form of government, economic structure, social and cultural activities and so forth In each of the seven counties is a county board made up of elected officials who coordinate the activities of the communities within the county There is also a Metropolitan Council which oversees those facilities that extend beyond county boundaries and involve the entire metropolitan area, including public water, sanitary sewer, public transportation and metropolitan parks The Metropolitan Council also coordinates and guides land use planning and development within the metropolitan area The metropolitan area has a strong and diversified economic base Many industries serving regional, national and international markets have their corporate headquarters here, including 3M Company, General Mills/Pillsbury, Cargill, Land O'Lakes/Cenex, Xcel Energy, Medtronic and West Publishing Other companies with corporate headquarters here include Target, Best Buy, and U S Bancorp The unemployment rate for the metropolitan area (May 2002) was 3 7% as compared with the national rate for the same time frame of 5 8% The unemployment rate for the metropolitan area has consistently been one to two percentage points below the national average One factor influencing the metropolitan area is its highway system A series of interstate highways allows residents to share in the benefits of the metropolitan area Interstate Highway 94 enters the eastern portion of the metropolitan area from the State of Wisconsin The interstate travels westward, passing the downtown areas of St Paul and Minneapolis, then turning northwestward and continuing through the state to the state of North Dakota Interstate Highway 35 extends through the state in a north/south direction As it enters the metropolitan area from the south, the interstate separates into I-35W, which extends through Minneapolis, and I-35E, which extends through St Paul At the opposite end of the metropolitan area, the interstate reconnects and continues north through the balance of the state to Duluth Interstate Highway 694/494 forms a beltway surrounding the cities of Minneapolis and St Paul together with the first tier suburbs The interstate system, coupled with the network of major and minor highways, allows easy access through the entire metropolitan area It is common for residents in one community to work in another portion of the metropolitan area As a result the impact of plant closings or layoffs, while hurting, fails to have a devastating impact upon ,the metropolitan area Also, the economic base is diversified which enables stronger segments of the markets to offset the weaker ones This situation is reflected in the low unemployment rate The Mississippi River passes through the metropolitan area providing barge service The Minneapolis/St Paul International Airport along with smaller commuter airports serves the area Rail facilities also serve the metropolitan area BETTENDORF ROHRER KNOCHE WALL, INC PAGE 17 s The general growth profile of the area's economy includes a well educated labor force, good training institutions, and a significant portion of the Twin Cities employment being in such growth industries as computers, business services, banking and health services Negative economic aspects for the area are a lack of an independent supply of energy, high wages in the manufacturing sectors, and relatively high taxes The 1980s saw rapid real estate development in the areas of office, retail and industrial This increase, coupled with the recession that occurred at the end of the decade, created an oversupply of available space in the early 1990s In the early 1990s office vacancy rates were in the neighborhood of 20%, with industrial in the area of 15% retail near 10% As shown below, vacancy rates declined dramatically in the office and industrial sectors during the mid 1990s stimulating new construction, which has resulted in increased vacancy levels in today's market Colliers Towle Company and the National Association of Industrial and Office Parks have published surveys of the Office and Industrial markets for the Twin Cities Metropolitan Area Their surveys are summarized in the following tables In terms of office, the surveys show a growth in office space of 21% to 24% over the past five years, with vacancy rates increasing, indicating that supply has eclipsed demand In regards to industrial space, NAIOP has shown a growth of 24% in the amount of space as compared with 7 4% according to Towle The difference is based upon the boundaries of the survey areas and size of buildings considered Even though the amount of growth is substantial different, the current vacancy rates for industrial are close with Towle at 12 5% and NAIOP at 10 8% �i'�)� � � ��€ �*,: tea.. � �,,,a �,e� ".. i `�^ r �«'-� - —Metropolitan AreaOffrce NV ac ancy,Su rveys Years Organization;cl Survey Date . tentab7eTSF , fVacant SF F>V7cancy Rate, il20Q1y' Towle 4`h Quarter 65 985 803 7 260 262 13 2% r NAIOP 3rd Quarter 69 562 899 8 660 595 12 5% 2000,E Towle 2"d Quarter 59 679 446 5 338 356 8 9% NAIOP 3rd Quarter 67 113 634 6 391 876 9 5% 1999r Towle 2"d Quarter 56 585,064 4 749 942 8 3% NAIOP 3rd Quarter 63 692 736 5 573 180 8 8% 1998 Towle 2"d Quarter 53 807 913 3 795 312 7 0% NAIOP 3rd Quarter 60 011 237 4 407 303 7 3% 1$997 Towle 2"d Quarter 53 069 516 4 240 679 7 9% NAIOP 3rd Quarter 57 700 145 4 328 513 7 5% BETTENDORF ROHRER KNOCHE WALL, INC PAGE 18 t +-. , J% q-', .o $ 7.a°74 1 zel ,,,, Y • ,MetropoI tandArea Ind,,ustr1al Va5allcy�S,urveys� `^- Year .0 P.H Organ1za"t1on 5 Survey Date,: wi .�,'( q-^ /� r Rentable, g=F a '+,,y."� ��a7° W VacantiSF 1 p .nd'M `k'P" Vaca}ncy Rater 200 Towle 4th Quarter 74 716 884 9 356 410 12 5% NAIOP 1ST Quarter 81 977 742 8 828 623 10 8% 2000j Towle 3rd Quarter 77 372 471 7 305 792 9 4% NAIOP l"t Quarter 78 422 491 7 278 518 9 3% ,� 1999f Towle 3rd Quarter 76 891 930 6 614 547 8 6% NAIOP lst Quarter 72 337 895 6 186 597 8 6% 4,:1998 Towle 3rd Quarter 72 668 033 6 105 773 8 4% NAIOP 1" Quarter 72 189 487 5 840 595 8 1% 2.r ,'""rir'. 7t997 Towle rd 3 Quarter 69 582 798 6 844 118 9 8% NAIOP 1 Quarter 66 048 481 4 175 097 6 3% The retail sector has been dominated by the Mall of America, which opened in August of 1992, adding 2 6 million square feet of retail space to the market A second phase of this complex is in the planning stages Collier Towle Company and the Minnesota Shopping Center Association (MSCA) surveys the retail market Both surveys show that the declining trend in retail vacancies over the past few years has stabilized The overall market is strong, with the exception of the downtown areas of Minneapolis and St Paul Both downtown areas have experienced difficulty in expanding the retail draw beyond downtown workers Major areas of retail have been converted to office However, both communities are expanding downtown housing, cultural, sports and entertainment activities and arenas along with more office activity, which is helping to revive the downtown retail The following page contains a summary of the retail surveys BETTENDORF ROHRER KNOCHE WALL, INC PAGE 19 ASSESSMENT AND TAXATION Property Identification No 77-077-77 00-0099 28-030-20-41-0043 28-030-20-41 0013 Assessor s Market Value — 2001 $104,300 (For Real Estate Taxes Payable 2002) Real Estate Taxes — 2002 None — Real Estate Tax Exempt Special Assessments Balance of Special Assessments $1,877,78 $6,495 77 The special assessments reflect 2 of the 3 tax identification numbers The property identification number 77-077-77-00-0099 has been changed in the past few months and I have been unable to track down the assessment data on that number HISTORY OF OWNERSHIP The fee owner of record is Burlington Northern Santa Fe Corporation, whose ownership dates back to the 1900s There has been no sales activity regarding the property over the past five years BETTENDORF ROHRER KNOCHE WALL, INC PAGE 12 e f F4 ,NtetropoIitan Area Retail Vacancy Surveys 1 n ��Yeare, ,Org'alma tio,n � ant SF, Oeacrancy Rat"- IIiks'�x. Z002 y Towle 1" Quarter 47 746 799 3 110 582 6 5% MSCA N/A N/A N/A N/A { 2001: Towle 1ST Quarter 45 601 936 2 655 731 5 8% MSCA 3" Quarter 48 757 671 3 118 875 6 5% 2000 Towle 1ST Quarter 46 525 346 3 592 987 7 7% MSCA 3 r d Quarter 46 369 298 3 130 482 6 9% 1;999 Towle 1ST Quarter 45 047 954 3 143 141 7 0% MSCA 3" Quarter 47 507 165 4 228 138 8 9% 1998 Towle 1ST Quarter 44 333 300 3 365 801 7 6% MSCA 3" Quarter 49 301 445 4 486 431 9 1% 1,997 Towle 1ST Quarter 42 868 970 3 691 724 8 6% MSCA 3rd Quarter 49 561 703 4 888 106 9 9% *MSCA also focuses on Midpoint vacancy rates which were 2 57% for 2001 2 6% for 2000 2 6% for 1999 2 9% for 1998 and 3 5% for 1997 In conclusion, the metropolitan area real estate markets have experienced growth in the 1990s, as they overcame the overbuilding of the 1980s and the recession of the early 1990s However, development in the office and industrial sectors has now exceeded demand In addition current trends indicate that the national economy is in recession, which has the potential to deepen the trough in the current real estate cycle Nonetheless, the Twin Cities diversification in basic industries tends to moderate the extremes of the peaks and troughs in the real estate cycle The long-term overall growth outlook for the Twin Cities remains positive BETTENDORF ROHRER KNOCHE WALL, INC PAGE 20 Metropolitan Location Map BETTENDORF ROHRER KNOCHE WALL, INC PAGE 21 1 COMMUNITY DESCRIPTION The subject property is located in the Washington County community of Stillwater, one of the oldest towns in Minnesota Washington County is one of the fastest growing counties in the upper Midwest and ranks in the top ten nationally in per capita income Stillwater, situated along the Saint Croix River about 20 miles northeast of Saint Paul, is bordered on the north and west by Stillwater Township, on the south by Oak Park Heights, and on the east by the Saint Croix River, a National Scenic Riverway, which forms the border between Minnesota and Wisconsin Population Stillwater has experienced population growth over the last 20 years, as shown in the following exhibit Year Year Stillwater � Township i Oak Park Hgts Washington County 1980 Census 12,290 1,599 2,591 113,571 1990 Census 13,882 2,066 3,486 145,880 2000 Census 15,143 2,553 3,957 201,130 Source U S Census Stillwater is the fourth largest city in Washington County and the seat of county government The 2000 Census for the top three communities in the county are Woodbury (46,463), Cottage Grove (30,582), and Oakdale (26,653) Stillwater is the primary commercial center in the east/central portion of Washington County Together with the communities of Bayport and Oak Park Heights, this immediate urban market has over 22,000 persons The Metropolitan Council has made the following population forecasts for this area . Stillwater Area Population Forecast FORECAST CHANGE 2010*° i w 2020 `2000-2010 k 2010-2020 t 2000-2020 t Stillwater, 18 600 19,800 22 8% 6 5% 30 8% Bayport Oak Park Hts 3,500 5,150 3,950 6,450 10 7% 30 1% 12 9% 25 2% 24 9% 63 0% Total 27,250 30 200 22 4% 10 8% 35 7% Source Metropol tan Council BETTENDORF ROHRER KNOCHE WALL, INC PAGE 22 1 1 1 1 1 I 1 1 1 Employment Major employers in the Stillwater area include the following Employer Product/Service Employees Washington County Government 970 Stillwater Public Schools Education 920 UFE, Inc Plastic Products 800 Cub Foods Grocery Stores 550 Lakeview Hospital Medical & Surgical 457 Design Fabricated Parts Automotive Graphics 330 Incstar, Inc Diagnostics 250 Target Retail 197 WR Medical Electronics Medical Mfg 50 Other major employers within the area include Andersen Windows, Excel Energy's Allen S King Power Plant, the Stillwater State Prison in Bayport, and the Oak Park Heights Correctional Facility in Oak Park Heights Approximately 50% of Stillwater residents commute to the Twin Cities for employment Highway Access The primary access route from the Twin Cities into Stillwater is State Highway 36 which extends east from Roseville through Little Canada, Maplewood, North St Paul, Oakdale and into Stillwater At the present time State Highway 36 turns north as it approaches the Saint Croix River and provides direct access into downtown Stillwater State Highway 95, a north/south road, also provides access into downtown Stillwater from the river towns north and south along the Saint Croix The historic lift bridge in the downtown provides passage over the Saint Croix River into Wisconsin In 1997, construction was scheduled to begin on a new interstate bridge extending Highway 36 over the St Croix River into Wisconsin, thus bypassing downtown Stillwater and relieving the severe traffic congestion in the city Construction of the bridge was stopped because the National Park Service deemed the project to have an adverse environmental impact on the nationally designated scenic Saint Croix River The Minnesota and Wisconsin Departments of Transportation are exploring other options and alternatives The nearest access to the interstate highway system is about six miles to the south at I-94 Due to this distance to the interstate highway being somewhat of an obstacle to heavy trucking, Stillwater is a secondary market for heavy industry and manufacturing BETTENDORF ROHRER KNOCHE WALL, INC PAGE 23 Commercial Development Commercial activity in Stillwater is centered primarily into two district areas the historic downtown and the Highway 36 corridor west of downtown Stillwater and the Saint Croix River Valley are internationally known tourist attractions that draw over one million tourists per year The historic downtown district, listed on the National Register of Historic Places, has specialized retail shopping, art galleries, two hotels, many restaurants, and numerous antique shops Stillwater has also become a Mecca for rare, antiquarian, and theological book sellers The downtown provides a destination for many Twin Cities residents seeking a short day trip excursion for sightseeing, shopping and dining, as well as drawing tourists from around the world Tourism -related business and attractions include ■ Andiamo Enterprises operates five paddle wheel boats for river sightseeing excursions with food service ■ Minnesota Zephyr is a 1940's dinner train that travels along the river and through the countryside north of town ■ the Territorial Prison site and Warden s House Museum ■ four state parks along the river ■ Rivertown Art Festival ■ Stillwater Art Crawl and Festival ■ Taste of the Valley ■ Music on the Waterfront ■ Lumberjack Days ■ Rivertown Restoration Home Tour ■ Fall Colors Fine Art and Jazz Festival ■ Christmas at the Courthouse (the 1870 courthouse is now a museum and banquet facility) ■ Bed & Breakfast Victorian Home Tour The Highway 36 commercial corridor contains the area's largest and newest retail developments including Wal-Mart, Target, Cub Foods, Menards, Rainbow Foods, the St Croix Mall, River Heights Plaza Shopping Center, Oak Park Ponds, and several motels Retailers on Highway 36 tend to serve the general community whereas the downtown provides specialty shopping for tourists BETTENDORF ROHRER KNOCHE WALL, INC PAGE 24 State Highway 36 effectively forms the southern border of Stillwater separating the community from adjacent Oak Park Heights Historically, the development along the north side of the highway in Stillwater has been more extensive than in Oak Park Heights However, the development of Wal-Mart, Menards, and Rainbow has increased the commercial strength of Oak Park Heights which up to then, had been focused on the St Croix Mall, which was failing and now being converted to office space for Anderson Windows North of Highway 36 and built in 1978, River Heights Plaza is located just east of Northwestern Avenue on the north side of Highway 36 It is an 85,000 square foot neighborhood center that struggled with high vacancy in the early 1990's, but has added two new restaurant tenants in the past two years The Washington County license bureau has also provided stability to this center s occupancy Across Highway 36, Wal-Mart and an adjacent Applebee's restaurant were built in 1995 Menard's completed construction of a new retail store at Krueger Lane and 58th Street in 1998 At the same time Rainbow Foods completed a store in the southeast corner of Highways 36 and 5 as the anchor to Oak Park Ponds, a 120,000 square foot neighborhood center that is now reaching stabilized occupancy The newest commercial activity along Highway 36 is at the westerly end near the Stillwater City Limits In 1993-94, a Cub Foods and a Target store were built as part of the Stillwater Marketplace Situated in the northeast quadrant of Highway 36 and Stillwater Boulevard (County Road 5), several other stores have opened there in recent years In 1996, a multi -tenant center anchored by MGM Liquor Warehouse and Pet Food Warehouse was constructed as Phase II Since then, a Culver's Restaurant, Timberlodge Restaurant, Dairy Queen, Caribou Coffee, and other retailers have opened on Stillwater Marketplace outlots In 1996, Carlson Companies completed a Country Inn & Suites limited service hotel just east of Stillwater Marketplace along the north frontage of Highway 36 In 2000, a 59-unit Holiday Inn Express opened a block away In 2001, a 53-unit Americlnn opened on the south side of Highway 36 near Menards Combined with the older Super 8 and Best Western motels in the Highway 36 corridor, the Lumber Baron's Hotel and historic Lowell Inn downtown, as well as ten bed and breakfast inns scattered around town, there is ample lodging to support tourism Residential Development The single-family housing near the downtown area is, in most cases, comprised of vintage housing from the mid nineteenth to early twentieth centuries Newer subdivisions are located north of Highway 36 in the western part of the community Sale prices for single-family homes in the Stillwater market area are indicated in the following exhibit BETTENDORF ROHRER KNOCHE WALL, INC PAGE 25 Report Period Units Sold Average Selling Price Median Selling Price 2001 425 $279 973 $230 000 2000 391 $265 394 $230 000 1999 395 $215 097 $179 900 1998 456 $202 431 $166 950 1997 395 $191 174 $158 000 Source Regional Multiple Listing Service The Stillwater market area in the above exhibit includes the City of Stillwater, Stillwater Township, Scandia, May Township, Grant Township, Oak Park Heights, the City of Bayport, Baytown Township and West Lakeland Township The more modest housing in the market area is found in the established residential areas of Oak Park Heights and the City of Stillwater Although there are large, renovated Victorian homes scattered throughout the city that command prices of $500,000 and more, higher valued housing is typically found on small acreage sites in the surrounding townships, homes along the river, or the new subdivisions on the west side The city reports over $41,800,000 in residential construction permits in 2000 Multi -Family Market According to the Metro Update, a quarterly publication provided by Apartment Search Profiles, the Stillwater multi -family market has experienced very low vacancy rates over the last several years The following exhibit summarizes apartment vacancy rates in the Stillwater area Survey Date Units Surveyed, ' Percent Vacant December 2001 337 0 6% December 2000 288 0 3% December 1999 288 0 3% December 1998 374 2 7% December 1997 374 1 9% Source Apartment Search Profiles (1997 2000) GVA Marquette Advisers (2001) The Stillwater apartment market mirrors the general trend in the Twin Cities multi -family market of declining vacancy rates and increasing rental rates BETTENDORF ROHRER KNOCHE WALL, INC PAGE 26 Annexation Over the years, the City of Stillwater has periodically annexed adjacent land areas from Stillwater Township In October 1996, Stillwater annexed Stillwater Township land from the westerly city limits to County Road 15, north of Highway 36 and south of County Road 12 Another land area was also annexed adjacent to Stillwater's north central limits, near the Stillwater Country Club Most of the land annexed between Highway 36 and County Road 12 was agricultural land or small acreage single family home sites Two new large subdivisions with municipal water/sewer service are now nearing full development with homes in the $500,000 range An elementary school was also on this annexed land in 1997 at the southeast corner of Manning Avenue (County Road 15) and County Road 12 Per the Stillwater Planning Department, additional phases of will add Stillwater Township land between Highway 36 and Highway 96 Eventually, all of the land south of Highway 96, presently in Stillwater Township, will be annexed In the summer of 1997, the adjacent city of Oak Park Heights, petitioned for annexation of the Southwest quadrant of Highways 36 and 5 from Baytown Township In the spring of 1998, the petition, involving the industrial area at the interchange was approved for annexation by the Metropolitan Council Summary Comments Known as a government center, as the location of two state prisons, and for its tourism -based commercial development, the Stillwater area has coalesced into a growing market area Residential growth in and around Stillwater is largely fueled by urban professionals who desire an ex -urban lifestyle As the metropolitan area's population expands further outward from the core cities, traffic congestion, infrastructure development, and land use issues faced by developing suburbs have also become challenges for Stillwater Unlike other developing suburbs, Stillwater is one of the state's oldest communities, with a historic downtown district and long-established residential neighborhoods Because of its setting on the Saint Croix River, Stillwater attracts consumers and tourists from around the world There is one bridge across the river, which is a lift bridge While it is raised for recreational boaters on the river, it causes long back-ups and delays for vehicular traffic coming into downtown Combined with significant numbers of commuters from the fast-growing townships of western Wisconsin who seek employment in the metropolitan area, traffic congestion is of growing concern The management of both commuter and tourist traffic through the city is fundamental to the continued viability of the downtown business district The commercial activity along State Highway 36 has significantly expanded in recent years to meet the demands of a growing population Overall, the future of Stillwater is positive and the community should remain the center of commerce for the Saint Croix River Valley well into the foreseeable future BETTENDORF ROHRER KNOCHE WALL, INC PAGE 27 Community Map BETTENDORF ROHRER KNOCHE WALL, INC PAGE 28 SITE DESCRIPTION The property comprises a strip of land extending south from Laurel Avenue (extended) south approximately 2,870 feet to a point 150 feet south of Nelson Street in the east portion of downtown Stillwater, Minnesota The strip varies from 20' 60 feet in width containing 126,188 SF or 2 90 acres, more or less, subject to survey The property constitutes a railroad right of way Railroad equipment including tracks, ballast and similar equipment are considered personal property and have been specifically excluded from this appraisal The areas of the public street crossing of Myrtle, Chestnut and Nelson Streets have been specifically excluded from the size of the area The northern end commences at the south end of the old Stillwater railroad station, which is presently utilized for the operation of the Zephyr Dinner train and museum facility The commencement point reflects the extension of Laurel Street, which provides entrance from Main Street to the station and its parking lots At the north end, the subject site is 60 feet in width extending south a distance of 1,030 to the Mulberry Street crossing The area is level and at grade with the property to the east and approximately 1 to 2' below the land to the west The land adjacent to the west side of the right of way is a paved parking lot for the station facility, open land, which is the process of being prepared for development with 30 luxury condominium units and a parking lot for an office building at Mulberry Street To the east of the subject site is the Stillwater Yacht Club with marina along the St Croix River The area abutting the right of way is a mixture of paved and gravel parking area The Mulberry Street crossing is 60' in width for length of 50 feet At that point the right of way continues south with a width of 60 feet for a depth of 305 feet, where the site beings to narrow to a width of 20 feet over a length of 210 feet From that point the site continues, with a width of 20 feet, for a distance of 160 feet to the Myrtle Street right of way The area is level and at grade with adjacent properties The land adjacent to the east comprises parking area with the northerly area gravel and the southerly area paved The land on the west side of the right of way comprises paved parking area with a strip of bushes separating the parking lot from the subject South of Myrtle Street, the right of way is approximately 25 feet in width extending 235 feet to Chestnut Street The area is level and at grade with surrounding properties To the east is City parking lot with park and river beyond To the west is the Lumber Baron Hotel, which extends from Myrtle to Chestnut South of Chestnut Street, the subject site is approximately 40 feet in width narrowing to 30 feet over a distance of 100 feet, then narrowing to 25 feet for a distance of 370 feet to Nelson Street The area is level and at grade with surrounding properties The area to the east comprises parking and city park area extending to the river The area to the west is used for parking near Chestnut with the Freight House restaurant and parking extending to Nelson Street BETTENDORF ROHRER KNOCHE WALL INC PAGE 29 South of Nelson Street the right of way is 30 feet in width narrowing to 25 feet over a length of 150 feet to the terminating point The area is level and at grade with adjacent properties Area to the east is the Dock Cafe with parking lot abutting the right of way The dock area for the Andiamo Tour boats is located to the south To the west is the parking area for Brick Alley To the southeast of the subject property is a city parking lot serving downtown area Included as part of the subject property is a 4 59-foot strip, which extends from the main site 150' north to Water Street between Chestnut and Nelson Streets The are is part of a paved driveway/parking area Neighborhood The property is located in the eastern portion of the downtown area of Stillwater Main Street comprises the center of the downtown area, located 1 block west of the subject The parking areas adjacent to the subject property serve the downtown area Chestnut Street (Highway 36) extends east from Main Street and becomes the river crossing, with Lift Bridge and causeway across the St Croix River to the State of Wisconsin Debate continues over the relocation of the river crossing to a new bridge south of the downtown area Soils No soil tests have been submitted to your appraiser, which would indicate the composition of the subsoil The United States Department of Agriculture, Soil Conservation Service has prepared a soil survey of Washington County This survey, issued in 1980 reflects soil conditions as of 1977 The survey designates the property as "1039 — Urban Land' This is a classification of areas, which are more than 90% covered with buildings The map unit is not assigned to any interpretative group As such, soil information is available It is noted that the land is adjacent to the St Croix River and may have, at one time, comprised river bottom soils However, no conclusions can be drawn In the absence of engineering test borings to indicate the composition of the subsoil, suitability for bearing purposes and to locate a water table, if any, based upon a visual inspection it is assumed that no serious problems exist Utilities The utilities serving the subject property are public water, public sanitary sewer, gas, electricity and blacktop street BETTENDORF ROHRER KNOCHE WALL, INC PAGE 30 Environment No direct evidence is available which would indicate the presence of environmental hazards including, but not limited to toxic waste and none are assumed Your appraiser is not qualified to detect such substances Your are hereby urged to retain an expert in the field, if desired Flood Hazard Zone The City of Stillwater participates in the national flood insurance program The Federal Emergency Management Agency oversees this program and produces Flood Insurance Rate Maps A copy of the Rate Map, as it relates to the subject site will be found in the following pages The property is located in Zone A10 within the 100-year flood area where base flood elevations and flood hazard factors are determined BETTENDORF ROHRER KNOCHE WALL, INC PAGE 31 Plat Map BETTENDORF ROHRER KNOCHE WALL, INC PAGE 32 Right of Way Map BETTENDORF ROHRER KNOCHE WALL, INC PAGE 33 95th ST N. rRC— ='MI. i YV tEL STILLWATER 1990 POP 13 882 F fa00D if 77°M- Y m LARD CT v.w+3 glir 0 NEWEL T PAMIRS! V 0 5 ST 59rn ST 58th ST Traffic Volume Map ak BETTENDORF ROHRER KNOCHE WALL, INC PAGE 34 EI T W I` EAST STILLWATER STREW 5 I r;. ' \ ` \ STILLWATER inI STREET p Z J G ' .,:,? U I� _ 2 Oti m �: 1\ 1 D i - EAST WILKIVS STREET T WILKINS STREET r 1 t z r� cc fASPEN0 Z r <. } Q • WEST I ASPEN j�t EAST _r ST ' ! ST z M. y▪ Lj' _' Wf Z = r Q it I �jI �i� �I lr ELM g Ij ' Z II uFiif ELM III col ST E Z{HELM Zr01 I ST i ` k .: y O ail l = i ' 1- ii1. { A a co w HICKORY if LL1I ST Z1, 1 L �� t 1 r.- W r- • 1 1- II rfr II cSPEES �\ ramv jl pj ' F x j Q ¢ ¢ I i O9: ✓� 1 1liij Q zt� Zi MAPLEZiI Z��� 5� l� i 4At�F� 9 U7 �I { it \ ' 1\\ E 1 �l\/ �1� �\ y 1LAUREL ��� \ sZFEj F E2 II /t G�y`- \I wEt\� 1\ � oaf t11 F- r� WEST _�' 6r� r�\A� vl s. h�s`s -0 w I� - M1l 'tn\\!/-^\ ;\ yr ; .,;! `• tt DE N veil LINDEN \� 1 Mv�1 Y}i4� II f t, \ C= o\\ 1. o\\\ 1\`� V NATIONAL FLOOD INSURANCE PROURAN IEET _\ \ d\ '�� r \ Z \ N\` RUBS;' l i O 1 \ Z e: I I FIRM ,` "' \\ \ Yd S\- E FLOOD INSURANCE RATE MAP EET \ 1 �`\ 2� ` l \ ��r � �\ t — s I `\IREr--A II CITY OF kE r - \ SINUS ��C,\\\ d\\ \I s�\ 1; STILLWATER, P\\\ \CHI%r r\ \ 5 -'`9 %� MINNESOTA II\ r \ �\ m\`? 1�� t � clt WASEII*]GTON COUNTY Ifs\ \\ / �\� \\ NLSflN- \ i ONLY PANG PRINTED - rn\ I \ 3. \\\ 01 , op m`4. o\ �c-� sCOMMUNITY PANEL NUMBER REET -;� -\\ y\ \\Ni s1AE- 275249 0005 C —� \\ o\�P� \i r \\ . \ OCiS .' \ MAP REVISED I o\ �'` `� N\\ s f \ \`�� FEBRUARY 1 1984 N\ ant \\ r 7 BEET f WEST \ WILLARD , ' ST 11 EAST \\WILLARD \ST\ ¢1 1 I II i, lul of �, r r r �I w 1 ZONE C Federal Emergency Management Agency T O I L all, w w w w I w I Z —_ ¢II n n i-III • > tr ncn c- \ \. Flood Hazard Map BETTENDORF ROHRER KNOCHE WALL, INC PAGE 35 HIGHEST AND BEST USE ANALYSIS In the highest and best use analysis, the appraiser identifies the most profitable competitive use to which a property can be put The highest and best use analysis is an economic study of market forces that is focused on the subject property In appraisal, the concept of the highest and best use represents the premise upon which value is based The analysis of highest and best use considers the property both as vacant, and as improved The term highest and best use is defined in The Dictionary of Real Estate Appraisal, third edition, published by the Appraisal Institute, page 171, as The reasonably probable and legal use of vacant land or an improved property which is physically possible appropriately supported financially feasible and that results in the highest value The four criteria the highest and best use must meet are legal permissibility physical possibility financial feasibility and maximum profitability In estimating the highest and best use, the four criteria that is included in both the analysis of the site as though vacant and as improved are as follows 1 Legally Permissible Use Determining which uses are legally permitted for the site This primarily deals with issues of the existing zoning, community land use guide restrictions, and any private restrictive covenants on the property 2 Physically Possible Use Determine the physically possible uses of the site based upon physical characteristics such as size, shape, soil conditions, topography, and access 3 Financially Feasible Use Determine which possible and permissible uses produce a net return to the subject site This criteria tests for the financial feasibility of the ultimate uses to determine if a particular use generates a positive return to the site 4 Maximally Profitable Use Determine, which uses, among the feasible alternatives, is the most profitable use of the subject This final test determines which of the financially feasible alternatives will generate the maximum return to the site BETTENDORF ROHRER KNOCHE WALL, INC PAGE 36 The subject property comprises a narrow strip of land, which extends for 2,870 feet and contains 126,188 SF or 2 90 acres The strip comprises railroad right of way, which extends south from the Stillwater station to a point 150 feet south of Chestnut Street Although tracks are in place, the right of way is no longer being used at an operating track In analyzing the highest and best use, consideration has been given to the use of the right of way as a corridor along with alternative uses Corridor Potential One potential use would reflect continued use as a corridor for pedestrian use, transportation, extension of utilities and so forth In order for the property to be desirable as a pedestrian trail, the trail would have to connect two significant points While the property extends approximately %2 of a mile through the City, the connection points of the former railroad station (museum and Dinner train location) and the south are of downtown are not considered significant A public park is located near the subject site, along the river, for pedestrian use Public streets are nearby for transportation and extension of utilities While once used as a railroad corridor, the railroad is interested in selling the site, indicating that the area is no longer needed for rail corridor use Based upon the foregoing, it was concluded that the site has no corridor potential Alternative Uses The property, although 2,90 acres in size, comprises a narrow strip which ranges generally from 25 to 60' in width The width of the property is such, that the site cannot support building development by itself An amalgamation is needed for development purposes The focus for building development in the immediate neighborhood is Main Street, which is the primary road of the downtown area The subject property is located one to two blocks east of Main Street There are important connecting streets such as Chestnut, Nelson and Myrtle, which the subject crosses However in these areas the property is adjacent either to existing buildings or to parking to serve these buildings, with the potential of amalgamation for building development unlikely The most probable use of the property is for parking Parking lots abut the majority of the site A strong demand for parking exists in the downtown area The amalgamation of the site with adjacent lots would allow for reconfiguration of lots to create more parking spaces It is noted that the site is located in the 100-year flood area and is susceptible to spring floods This situation would not adversely impact the use of the property for parking After analyzing all of the foregoing data, it was concluded that the highest and best use of the property is for amalgamation of the site with adjacent properties for parking purposes BETTENDORF ROHRER KNOCHE WALL, INC PAGE 37 EXPOSURE TIME AND MARKETING PERIOD According to the Uniform Standards of Professional Appraisal Practice, exposure time is a historical concept and is always presumed to have occurred prior to the effective date of the appraisal It is defined as "the estzmated length of time the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal a retrospective estimate based upon an analysis of past events assuming a competitive and open market The overall concept of reasonable exposure encompasses not only adequate sufficient and reasonable time but also adequate sufficient and reasonable effort Exposure time is different for various types of real estate and value ranges and under various market conditions " (Definition from The Dictionary of Real Estate Appraisal, third edition, the Appraisal Institute, pages 126-127 ) Marketing period is defined as "the time it takes an Interest in real property to sell on the market subsequent to the date of appraisal Reasonable marketing time is an estimate of the amount of time it might take to sell an interest in real property at its estimated market value during the period immediately after the effective date of the appraisal the anticipated time required to expose the property to a pool of prospective purchasers and to allow appropriate time for negotiation the exercise of due diligence and the consummation of a sale at a price supportable by concurrent market conditions " (Definition from The Dictionary of Real Estate Appraisal, third edition, the Appraisal Institute, page 221 ) Because most investors' perceptions and estimates of marketing period are based largely on exposure times that they recently have encountered in similar transactions, it stands to reason that there should be some correlation between marketing periods and exposure times In fact, in the absence of perceived changes in the market or other extenuating circumstances, marketing period and exposure time should be identical That is to say, if all other things are held constant, a property that required an exposure time of one year should be expected to have a marketing period of one year Differences in the two concepts appear when there is a perceived change in the market For example, if a property requires an exposure time of one year but market conditions appear to be improving, a marketing period of less than one year might be appropriate Conversely, if market conditions were declining, the marketing period might exceed exposure time Estimate of Exposure/Marketing Time The property is located within an area where a strong demand exists for parking both by the public and by private companies As such, sale of the right of way to either a public entity, such as the city or private individuals would involve a shore time frame After analyzing the market it was concluded that a time of six to twelve months would reflect exposure time Furthermore the same time frame of six to twelve months would reflect marketing time BETTENDORF ROHRER KNOCHE WALL, INC PAGE 38 DIRECT SALES COMPARISON - LAND Estimating the value of land is most reliably accomplished by researching and analyzing recent sales of comparable land The sale properties may have varying degrees of similarity to the subject in location, zoning, size, shape, topography, soil conditions and/or highest and best use An indication of value is derived by making appropriate adjustments to allow for the value related differences in the land sales in comparison to the land being appraised The conclusion of highest and best use as vacant was for commercial use reflecting parking An in-depth search was undertaken to locate data on recent sales of land, which has a commercial highest and best use development potential Several sources were checked for land sales information including the appraisal office files, county records, local data exchanges providing sale information, and the Multiple Listing Service The property is zoned commercial, with the highest and best use for amalgamation with adjacent properties for parking In this area parking comprises a necessary use to support surrounding commercial activity The market data contained herein involves sales commercial sites within the Stillwater market The downtown area reflects a fully developed area, with few recent arms -length sales available Sales 1, 2 and 3 reflect land sales in the downtown area Sales 4 and 5 involve sales of improved properties in the downtown area, where the land value was abstracted from the overall sale Sales 6 and 7 reflect sales activity from a new commercial area at the southwest end of the city In analyzing the site, it was concluded that locational differences call for the separation of the property into two parcels for analysis purposes The south end of the site is in proximity to a hotel and two restaurants, adjacent to the St Croix River The area is a primary commercial location The northern portion of the site is located in a secondary commercial area, away from the heart of the downtown As such, a separation has been made in the property for analysis purposes with the north parcel, extending from Laurel to Myrtle containing 101,600 SF or 2 33 acres and the south parcel, from Myrtle to the south termination point containing 24,588 SF or 0 57 acres From the available researched land sales, those having the highest degree of overall comparability to the subject have been individually detailed in the body of this report Following the land sale information is a location map showing the location of the land sales in relation to the subject site, and a land sale summary grid to aid the reader in the analysis BETTENDORF ROHRER KNOCHE WALL, INC PAGE 39 Sale #1 Legal Description Buyer/Seller Zoning Utilities Size of Site Sale Date Sale Price Indicated Factor East Side of Main St , North of Mulberry - Stillwater Lengthy, Available upon request Part of the SE '/ of the NE '/ of Section 20 Town 30 Range 20 Lofts of Stillwater/Pendelton Co CBD — Central Business District All Available 57,064 SF or 1 31 Acres June 2002 $950,000— Cash $16 65/SF This property is located on Main Street, at the north end of the downtown area of Stillwater Buildings on site, totally 6 400 SF were removed by the buyer The property was heavily polluted with clean up costs in excess of $1,000,000 Costs were handled by grants and other public funds The buyer intends to construct 30 condominium units on site BETTENDORF ROHRER KNOCHE WALL, INC PAGE 40 Sale #2 Strip between Mulberry and Myrtle St — Stillwater Legal Description Part of Block 18 Town of Stillwater Buyer/Seller City of Stillwater/BNSF Zoning CBD — Central Business Utilities All Available Size of Site 7,939 SF Sale Date June 2001 Sale Price $46,600 — Cash Indicated Factor $5 87/SF The property is located adjacent to the property under appraisal The area was purchased for parking expansion Sale was negotiated without the threat of eminent domain BETTENDORF ROHRER KNOCHE WALL, INC PAGE 41 Sale #3 North Side of Mulberry St east and west of Water Street — Stillwater Legal Description Part of Block 17 Original Town of Stillwater Buyer/Seller City of Stillwater/BNSF Zoning CBD — Central Business Utilities All Available Size of Site 26,136 SF Sale Date July 1998 Sale Price $115,000 — Cash Indicated Factor $4 40/SF The property is located adjacent to the property under appraisal The area was purchased for parking expansion Sale was negotiated without the threat of eminent domain The purchased area comprises 3 separate triangular strips adjacent to the railroad right of way BETTENDORF ROHRER KNOCHE WALL, INC PAGE 42 Sale #4 Legal Description Buyer/Seller Zoning Utilities Size of Site Building Size Age/Condition Sale Date Sale Price Southeast Corner Main and Chestnut - Stillwater Lot 1 Block 28 Town of Stillwater Thomas Loome/Union Bank and Trust CBD Commercial All Available 6,757 SF or 0 15 Acres 12,342 SF Built 1965/Average November 2000 $660,000 SF Land and Building with $129,000 — Land Contribution Value Indicated Factor $19 09//SF This is an improved property located within the downtown area The property sold for $660,000 An analysis of the property has produced a contributory value for the improvements of $531,000, which indicates a contributory value for the land at $19 09/SF BETTENDORF ROHRER KNOCHE WALL, INC PAGE 43 Legal Description Buyer/Seller Zoning Utilities Size of Site Building Size Age/Condition Sale Date Sale Price Sale #5 West Side of Main St , North of Commercial St - Stillwater Part of Lot 8, Block 18 Town of Stillwater Lynsky Companies/Dale Sicard CBD Commercial All Available 4,452 SF or 0 10 Acres 4,620 SF Built 1984/Average June 1998 $281,000 SF Land and Building with $63,000 — Land Contribution Value Indicated Factor $14 15//SF This is an improved property located within the downtown area The property sold for $281000 An analysis of the property has produced a contributory value for the improvements of $218,000, which indicates a contributory value for the land at $14 15/SF BETTENDORF ROHRER KNOCHE WALL, INC PAGE 44 if e Sale #6 Legal Description . amoTA (NO Bu w m ssea:rm awMmwounmouaen aka 2 a =MR 1 G7 : r- i --J L. an•••.sams+a rr 1 SW Corner Market Dr sa STII Curve Crest Boulevard and — Stillwater Lot 1 Block 1 Stillwater Marketplace 2"d Addition and Lot 3 Block 1 Stillwater Marketplace 3" Addition Buyer/Seller Urban Associates/Target Corp & Super Value Holdings Zoning BP-C Commercial Utilities All Available Size of Site 93,262 SF or 2 14 Acres Sale Date April 2000 Sale Price $540,000 — Cash Indicated Factor $5 79/SF The property is located in the Marketplace retail center in the Northeast quadrant of Highways 36 and 5 at the west end of Stillwater The area is anchored by Target and Cub foods Stores, restaurants and other commercial activity are located adjacent The property was purchased for 3 tenant building housing Timberlodge Steakhouse, Caribou Coffee and LeeAnn Chins, which is now on site BETTENDORF ROHRER KNOCHE WALL, INC PAGE 45 Sale #7 Legal Description STILL ATER MARKETPL Oun,Gr E (OOt2) Easterly side Market Dr, North of Curve Crest Boulevard — Stillwater Lot 2 Block 3 Marketplace 2"a Addition, except southeasterly 30 feet thereof Buyer/Seller FOREKIDS, LLC/Target Corp & Super Value Holdings Zoning BP-C Commercial Utilities All Available Size of Site 63,162 SF or 1 45 Acres Sale Date December 2000 Sale Price $317,465 — Cash Indicated Factor $5 03/SF The property is located in the Marketplace retail center in the Northeast quadrant of Highways 36 and 5 at the west end of Stillwater The area is anchored by Target and Cub foods Stores, restaurants and other commercial activity are located adjacent The property was purchased for development of a single user retail building for Heritage Embroidery, which is now on site BETTENDORF ROHRER KNOCHE WALL, INC PAGE 46 • IMMO 1111111 PRIERIMmedm IIIEFFENMEMPRIEffill •1111111101 .• W 4NDERSON ST Land Sales Location Map BETTENDORF ROHRER KNOCHE WALL, INC PAGE 47 INN INN INN MN EN M INN INN A N INN 11111 I= NMI MIN INN !NI NE =I n #r 3'S'+r^ iki5 "i�,, 'wr�, t`rasr�'°�"4K�'.5'T �.. T ` ,., I iF 4�`� F tR',.d Comparable SalsSummaryGr�d�Aa� V1`fir ��� Sale l i�.a.., � a ale� , � � }� dC! K 5 N Sale 3t 14 . �.�,..w�A,G t;� 'LR. � " t' ��"S b '� � -�,.. ���. �, *. "' Sale3S! °��� ,,�x 'k - ev � Sale,:6e 4 04 'Sate� k' V K �,S°6e�t ),, 'a, Lca otion , ��� 41. Main/Mul Stillwater Mul/Myrtle Stillwater Myrtle/Mulby Stillwater Main/Chestnut Stillwater Main/Chestnut Stillwater Curve/Market Stillwater Market/Curve Stillwater Laurel/Myrtle Stillwater ; Size '� 1 31 Ac 0 18 Ac 0 60 Ac 0 15 Ac 0 10 Ac 2 14 Ac 1 45 Ac 2 33 Ac Sha e�� Y� P��� � Irregular B Irregular g Irregular B Rectangular g Rectangular g Irregular g Irregular g Irregular g P000 a_P Y�hy „P g `��. Level Level Level Level Level Level Level Level t lutes All Avail All Avail All Avail All Avail All Avail All Avail All Avail All Avail Zontngi CBD Comm CBD Comm CBD Comm CBD Comm CBD Comm BP C Comm BP C Comm CBD Comm S'aID to 6/2002 6/2001 7/1998 11/2000 6/1998 4/2000 12/2000 4S1le Price -,,Total. $950 000 $46 600 $115 000 $660 000 $281 000 $375 000 $317 465 *� t "Vi' 244,1^ nd / -1. LawPrtce $950 000 $46 600 51 15 000 $129 000 $63 000 $375 000 $317 465 Virerms'� � Cash Cash Cash Cash Cash Cash Cash Cash Verifi/cation Broker Seller Seller Buyer Buyer Seller Seller price/SkiidJf $16 65/SF $5 87/SF $4 40/SF $19 09/SF $14 15/SF $5 79/SF $5 03/SF BETTENDORF ROHRER KNOCHE WALL, INC PAGE 49 Conditions of Sale The comparable sales reflect arms -length transactions with no unusual conditions of sale No adjustments for this factor are required It is noted that Sales 4 and 5 reflect sales of improved properties from which the land value was abstracted The abstraction process is somewhat subjective However, no adjustment is in evidence Market Conditions Consideration has been given to a market conditions (time) adjustment between the date of sale of each of the comparables and the effective date of this report The dates of sale range from July 1998 through July 2001 An analysis of the market indicates that from July 1998 to mid summer 2001, the economy was strong as reflected by an active real estate market Since July 2001, the market has slowed reflecting the downtown in the economy Based upon market analysis, it was concluded that an upward adjustment of 5%/year would reflect the market conditions through June 2001, with a 3%/year adjustment from that point to the effective date of appraisal, reflecting the slowing economy Location Sale #1 is located at the Northeast corner of Main and Mulberry Streets, in downtown Stillwater The property is adjacent to the subject The property fronts on Main Street (Highway 95), which is the primary north/south street in the downtown area The location is superior to that of the subject, which is off the primary street, away from the center of development Sales 2 and 3 are located adjacent to the North Parcel and reflect the same locational features as the subject, requiring no adjustment Sales 4 and 5 are located in the center of downtown Stillwater Sale 4 is at the intersection of Main Street and Chestnut, which serves as the river crossing Sale 5 is located on the west side of Main Street, a short distance north of Chestnut The overall locations are considered superior Sales 6 and 7 of this report reflect sales activity in the NE quadrant of Highways 36 and 5 at the western boundary of Stillwater This area reflects the focal point for new commercial development The development activity is not as intense in this area as in the downtown area In the downtown area, more of the land area can be fully developed as compared with the land in the comparable location Also, these sales have taken place in areas where land is available, as compared with the area of the subject, where land is not available Overall, the comparables are considered inferior BETTENDORF ROHRER KNOCHE WALL, INC PAGE 51 Following is an adjustment grid, which analyzes the differences between the comparables and the subject ` � CompacablezSales A{djustn entIGntd Nort`h,Parc,ei ,„ _ F' x P K SaIe 1 t bSalet2' Sale 3 t SaIe 4 r Sale 5 u, Sale 1,� i SaIe.$7 ..Price/SF, m ,(PropertyRtghtsy htnancing��, s�� SaleiCondtttons, i.' "Y .� am, .^J ; 'ate . Market4Conditto s. Pox- gt ocatton� ,Size 'Shape/Utilttty ron ig sA Z ,7 Net;A'djs merit'- .IndicatedFactor $16 65/SF xl 0 $5 87/SF xl 0 $4 40/SF xl 0 $19 09/SF xl 0 $14 15/SF xl 0 $5 79/SF xl 0 $5 03/SF xl 0 $16 65/SF xl 0 $5 87/SF xl 0 $4 40/SF xl 0 $19 09/SF xl 0 $14 15/SF xl 0 $5 79/SF xl 0 $5 03/SF xl 0 $16 65/SF xl 0 $5 87/SF xl 0 $4 40/SF xl 0 $19 09/SF xl 0 $14 15/SF xl 0 $5 79/SF xl 0 $5 03/SF xl 0 $16 65/SF xl 0 $5 87/SF xl 03 $4 40/SF xl 18 $19 09/SF xl 05 $14 15/SF xl 18 $5 79/SF xl 09 $5 03/SF xl 06 $16 65/SF 50% 0 0 0 0% $8 32/SF $6 05/SF 0 0 0 0 0% $6 05/SF $5 19/SF 0 0 +20% 0 +20% $6 23/SF $20 04/SF 60% 0 0 0 $8 01/SF $16 70/SF 50% 0 0- 0 $8 35/SF 6 31/SF +30% -0 -0 0 8 20/SF 5 33/SF +50% 0 0 0 8 00/SF Property Rights Appraised The property rights appraised reflect fee simple title All of the sales involved transfer of fee simple estate, requiring no adjustment Financing The definition of market value, as stated in this report, reflects cash or cash equivalent financing The comparables are all cash transactions requiring no adjustments BETTENDORF ROHRER KNOCHE WALL, INC PAGE 50 ANALYSIS OF COMPARABLE SALES The subject property comprises a narrow strip of land, which extends from Laurel Street (extended) 2,870 feet, more or less, (excluding street crossings) to a point south of Nelson Street in downtown Stillwater The site contains 2 90 acres more or less, with 2 33 acres comprising the North Parcel between Laurel and Myrtle Streets and the South Parcel, containing 0 57 acres, extending from Myrtle to the south termination point The parcels are zoned commercial with a highest and best use related to commercial use The market data contained herein involves sales of commercial sites in the market area Sales in the downtown area of Stillwater are limited due to the fully developed nature of the area Sales 1, 2 and 3 reflect vacant land sales in the downtown area, with Sales 2 and 3 being part of the railroad right of way previously sold to the City Sales 4 and 5 reflect sales of improved properties, where the land value has been abstracted from the sale price The remaining sales (6 and 7) reflect transactions in a newly developed area at the Southwest end of the City North Parcel The North Parcel comprises 2 33 acres of the site, which is zoned commercial and has a highest and best use related to commercial use The market data contained herein involves sales of commercial sites in the market area Following is a grid, which summaries the differences between the comparables and the subject BETTENDORF ROHRER KNOCHE WALL, INC PAGE 48 Size The subject parcel contains 2 33 acres Sales 1, 6 and 7 range 1 31 acres to 2 14 acres, which is considered similar to the subject Sales 2, 3, 4 and 5 range from 0 10 acres to 0 60 acres An analysis of the market indicates that demand for land is such, that size is not a material factor As such, no adjustment is in evidence Shape/Utility The subject parcel is narrow in shape, which prevents development as a single entity An amalgamation with adjacent property is required in order to maximize the utility of the site In analyzing the commercial market, it is noted that parking is important to any commercial enterprise The price per square foot is the same for parking as it is for building development areas The highest and best use is for sale to adjacent owners In some cases were amalgamation is required, a discount is made to the price per square foot recognizing the limited utility of the site In the case of the subject, the majority of the land adjacent to the property is used for parking A demand exists for additional parking within the area The demand is such, that the site would command the same price per square foot as a site capable of development on its own An exception is Sale 3, which consists of 3 triangular pieces divided by railroad right of way, which is considered inferior The property is located within an area that is susceptible to periodic flooding The flooding would prevent use of the land for a few days, over a term of approximately 5 years, but does not eliminate the use of the site for parking The demand for parking is such that the potential of a few days of limited use has no impact on value After analyzing all of the foregoing data, it was concluded that no adjustment is in evidence in terms of shape or utility, with the exception of Sale 3 with it s 3 individual pieces Zoning The property is zoned Central Business Development, which is a commercial designation Sales 1 through 5 have the same zoning classification as the subject Sales 6 and 7 are zoned commercial but have different requirements in terms of setbacks, parking and other issues The result is that lot development is not as intense as sites in the downtown area This situation has been recognized in the location adjustment, with no additional adjustment required BETTENDORF ROHRER KNOCHE WALL, INC PAGE 52 Summary The adjusted prices range from $6 05/SF to $8 35/SF Sales 2 and 3 reflect the lowest indicators of value It appears that Sales 2 and 3 may have been sold below market Excluding these sales, the range tights to $8 00/SF to $8 35/SF After analyzing all of the foregoing data, it was concluded that a factor of $8 25/SF would reflect the market attitude for the North Parcel Following are the calculations Size of North Parcel — 101,600 SF 101,600 SF x $8 25/SF = $838,200 Rounded to $838,000 South Parcel The south parcel extends from Myrtle Street southward to a point south of Nelson Street The area varies in width from 25 feet at Myrtle to 40 feet at Chestnut to 20 feet at the south end The area contains 24,588 SF or 0 57 acres The same sales used in the analysis of the North Parcel were considered in the valuation of the South Parcel Following is the adjustment grid, which analyzes the differences between the subject and the comparables BETTENDORF ROHRER KNOCHE WALL, INC PAGE 53 t .s`k- ii fi.& ar j. 'r''('uw�'.f 2cp "p�` ''YiT 'r`-G`, e'rv�'iC wis L "c w{� )a � Com arable Sales Ai ustm' ent-Grid— South Parcel 2.s- � � s r U Sale 1 �4 ' l t e Sale 2 s .. � ss, r '� � - ,Sale 3 � z --+d a P ' Sale 4 �m Sale 5 r' ",-..r Sale 6 74 ' ' ' Sale:7„ t PricerS.K. Prope ty'Rights g&b Financing xatSale CondLhons4 4 sir A`'4-11 � ,MarmketiConditfons Locat'on'x $ Sze 1,0I0 Shape/Utility Zon�gx NetlAydjustiient"' In`diated"Factor,, $16 65/SF xl 0 $5 87/SF xl 0 $4 40/SF xl 0 $19 09/SF xl 0 $14 15/SF xl 0 $5 79/SF xl 0 $5 03/SF xl 0 $16 65/SF xl 0 $5 87/SF xl 0 $4 40/SF xl 0 $19 09/SF xl 0 $14 15/SF xl 0 $5 79/SF xl 0 $5 03/SF xl 0 $16 65/SF xl 0 $5 87/SF xl 0 $4 40/SF xl 0 $19 09/SF xl 0 $14 15/SF xl 0 $5 79/SF xl 0 $5 03/SF xl 0 $16 65/SF xl 0 $5 87/SF xl 03 $4 40/SF xl 18 $19 09/SF xl 05 $14 15/SF xl 18 $5 79/SF xl 09 $5 03/SF xl 06 $16 65/SF 25% 0 0 25% $12 49/SF $6 05/SF +25% 0 0 0 +25% $7 56/SF $5 19/SF +25% 0 +20% 0 +45% $7 52/SF $20 04/SF 35% 0 0 0 35% $13 02/SF $16 70/SF 25% 0 0 0 25% $11 69/SF 6 31/SF +55% 0 0 0 +55% $9 78/SF 5 33/SF +75% 0 0 0 +75% $9 33/SF The comments and adjustments utilized in the analysis of the North Parcel apply with equal validity to the South Parcel, except for location Location The South Parcel is located between Myrtle Street and a point south of Nelson Street, East of Main Street Main Street (Highway 95) is the primary highway entrance into the downtown area with Highway 36 being part of Main Street until it turns on Chestnut Street to head east, across the St Croix River into the State of Wisconsin Sales 1, 4 and 5 are located on Main Street, which remains the focal point of commercial, with the comparables considered superior Sales 2 and 3 are away from the center of commercial activity and are considered inferior Sales 6 and 7 lack the intense commercial development focus and are also inferior BETTENDORF ROHRER KNOCHE WALL, INC PAGE 54 Summary The adjusted prices range from $7 52/SF to $13 02/SF As in the North Parcel Sales 2 and 3 produce the lowest indicator Excluding these sales, the range narrows to $9 33 to $13 02/SF After analyzing all of the foregoing data, it was concluded that a factor of $12 50/SF would reflect the market attitude for the North Parcel Following are the calculations Size of Parcel — 24,588 SF 24,588 SF X $12 50/SF = $307,350 Rounded to $307,000 SUMMARY Value — North Parcel Value — South Parcel $838,000 $307,000 $1,145,000 The opinion of value, $1 145,000, equates to $9 07/SF for the 126,188 SF on an overall basis Based upon a review of sales activity, it was concluded that this is in keeping with the local market Opinion of Value, by Direct Sales Comparison $1,145,000 BETTENDORF ROHRER KNOCHE WALL, INC PAGE 55 RECONCILIATION The opinions of value, as obtained from the various approaches are Direct Sales Comparison $1,145,000 Cost Approach Not Applicable Income Approach Not Applicable The property comprises vacant land Railroad tracks, ballast and other railroad equipment are specifically excluded from this analysis The Cost Approach separates the value of a property into the components of land and improvements Since the site comprises vacant land, the Cost Approach is not applicable in this instance The Income Approach involves the capitalization of potential net income into value Vacant sites are rarely rented for investment purposes As such, this approach is not appropriate The Direct Sales Comparison involves an analysis of sales of similar properties, which after making adjustments for various differences produces a value conclusion for the subject site This method of analysis best measures the attitudes of buyers and sellers for this type of property Full weight has been placed on the value conclusion obtained from the Direct Sales Comparison Approach After analyzing all of the foregoing data, it was concluded that the market value of the subject property, as of July 23, 2002 is ONE MILLION ONE HUNDRED FORTY FIVE THOUSAND DOLLARS ($1,145,000) BETTENDORF ROHRER KNOCHE WALL, INC PAGE 56 CERTIFICATION The undersigned does hereby certify that in this appraisal report 1 This appraisal assignment is not based on a requested minimum valuation or specific valuation for approval of a loan The estimate of market value identified in this report was developed independent of any undue influence 2 The compensation for completing this assignment is not contingent upon the development or report of a predetermined value or direction in value that favors the cause of the client, the amount of the value the attainment of a stipulated result or the occurrence of a subsequent event directly related to the intended use of the appraisal 3 My engagement in this assignment was not contingent upon developing or reporting predetermined results 4 I have no personal interest or bias with respect to the subject matter of this appraisal report or the parties involved 5 To the best of my knowledge and belief the statements of fact contained in this appraisal report upon which the analyses, opinions and conclusions expressed herein are based, are true and correct 6 The reported analyses, opinions and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, impartial and unbiased analyses, opinions and conclusions 7 This appraisal report has been made in conformity with and is subject to the requirements of the Code of Professional Ethics and Standards of Professional Conduct of the Appraisal Institute, and the Uniform Standards of Professional Appraisal Practice 8 No one other than the undersigned prepared the analyses conclusions and opinions concerning real estate that are set forth in this appraisal report 9 I have made a personal inspection of the property that is the subject of this report 10 The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives 11 As of the date of this report Michael J Bettendorf, MAI, has completed the requirements of the continuing education program of the Appraisal Institute 12 Disclosure of the contents of this appraisal report is governed by the by laws and regulations of the Appraisal Institute 13 Neither all nor any part of the contents of this report (especially any conclusions as to value, the identity of the appraiser or the firm with which he is connected, or any reference to the Appraisal Institute or MAI designation) shall be disseminated to the public through advertising media, public relations media, news media, sales media, or any other public means of communication without the prior writte - conse and approval of the undersigned Michael ' Bett; do f MAI Certified Gene eal Property Appraiser Minnesota License #40 t 98 BETTENDORF ROHRER KNOCHE WALL, INC PAGE 57 APPRAISER QUALIFICATIONS MICHAEL J BETTENDORF, MAI EDUCATION BETTENDORF ROHRER KNOCHE WALL, INC Spruce Tree Centre Suite 314 1600 University Avenue St Paul, Minnesota 55104 B A - St John's University, Collegeville, MN - 1969 Successfully completed courses sponsored by the American Institute of Real Estate Appraisers (Appraisal Institute) Basic Appraisal Principles Methods and Techniques Capitalization Theory and Techniques Urban Properties Condemnation Standards of Professional Practice Numerous Seminars on various aspects of real estate appraising, including Business Valuation Land Use Planning/Regulation, Engineering Drawings, Review Appraising Market Analysis, Highest and Best Use PROFESSIONAL MEMBERSHIPS & ASSOCIATIONS Member Appraisal Institute (MAI) Regional Representative - Appraisal Institute Ethics Administrator Region 3 2000 2003 President - Minnesota Chapter #35 - A I R E A - 1987 Licensed Certified General Real Property Appraiser - State of Minnesota - I D #4001398 Member International Right of Way Association Member Lambda Alpha International (Honorary Land Economics Society) Member Faculty of Appraisal Institute/A IREA (1978 1991) Member Faculty of University of Minnesota - Extension Division (1978-1983) Instructor - A I R E A Course 'Single Family Residential Appraisal" and "Residential Valuation' - University of Minnesota 1978, 1979, 1980 and 1984 "Residential Valuation" - University of North Carolina, 1981 Instructor - B O M A - ' Real Estate Investment and Finance" - University of Minnesota - 1987, St Cloud University - 1990 and 1991/92 Instructor - Master of Science Program - Real Estate Appraisals St Thomas University - 1996, 1999 EXPERIENCE February, 1971 to July, 1979 - Independent Fee Appraiser, Bettendorf Appraisals Inc serving as Vice President and then President July, 1979 to October, 1981 Chief Appraiser Farmer's and Mechanic s Savings Bank of Minneapolis - Mortgage Officer October 1981 - March 1991 - Independent Fee Appraiser - Dahlen and Dwyer, Inc March, 1991 to Present - Independent Fee Appraiser - Bettendorf Rohrer Knoche Wall, Inc - President BETTENDORF ROHRER KNOCHE WALL, INC PAGE 58 TYPES OF PROPERTIES APPRAISED Single family, shopping centers office buildings, industrial buildings, hotels, golf courses sports arenas, hospitals colleges, development land, easements for public utilities and assessment analyses CLIENTS INCLUDE State of Minnesota, Cities of Bloomington, Blaine, Shoreview, Woodbury, So St Paul, Inver Grove Heights St Paul, Little Canada Minnetonka Lending institutions including U S Banks, Twin City Federal Comerica, St Paul Port Authority Corporations including Boston Bay Capital, Burlington Northern Santa Fe Canadian Pacific Land for Public Trust, Health Partners ANT, LLC White Consolidated, Relocation Resources Prudential Relocation, and numerous private clients Testified as expert witness in District Court Proceedings Served as Court Appointed Commissioner on real estate matters Revised January, 2002 BETTENDORF ROHRER KNOCHE WALL, INC PAGE 59 COMPANY PROFILE BETTENDORF ROHRER KNOCKE WALL INC 1600 University Avenue, Suite 314 St Paul, Minnesota 55104 (651) 646-6114 Fax (651) 646-8086 E-Mail brkw@brkw com Bettendorf Rohrer Knoche Wall, Inc (BRKW Appraisals) is a full service professional real estate appraisal company formed in 1991 The four principals have more than 95 years of combined experience in the valuation of property Although our primary focus is on real estate valuation, we also offer appraisal expertise in machinery and equipment Located in the Midway area of St Paul, we concentrate on the appraisal of real estate in the Twin Cities Metropolitan Area, as well as outlying communities throughout Minnesota and the Upper Midwest We operate on a nationwide basis in the valuation of machinery and equipment Our extensive professional training and experience enable us to provide the expertise necessary for consistently reliable valuation of property Our appraisal reports are confidential documents completed in accordance with all current standards of professional appraisal practice and ethics Our appraisers stay current with advances in appraisal techniques and the changing real estate market through continuing education programs We at Bettendorf Rohrer Knoche Wall, Inc strive to build and maintain long lasting relationships with our clients Our goal is to provide high quality, professional appraisal services in a timely manner consistent with the needs of our clients Appraisal & Consulting Services • Real Estate Appraisals • Machinery & Equipment Appraisals • Mortgage Financing Appraisals • Condemnation/Litigation Appraisals • Review Appraisals • Real Estate Tax Abatements • Special Assessment Analysis • Expert Witness Testimony • REO Portfolio Valuation • Feasibility Studies • Market Surveys Property Types • Real Estate Appraisals • Commercial • Industrial • Residential • Multiple Family • Agri -Business • Vacant Land • Subdivision Analysis • Special Purpose • Schools and Churches • Funeral Homes • Recreation Facilities • Railroad Corridors • Machinery & Equipment Appraisals • Tool/Die Equipment • Plastic Injection Molding • Restaurants/Grocery Stores • Construction/Rolling Stock • Office Furniture/Computers • Printing/Packaging • Agri -Business Equipment • Food Processing Equipment • Woodworking Equipment • Service Station Equipment BETTENDORF ROHRER KNOCHE WALL, INC PAGE 60 APPRAISAL STAFF Michael J Bettendorf MAI Active as an appraiser since 1971 Michael has the MAi designation of the Appraisal Institute and specializes in commercial industrial multiple family residential and special purpose property appraisals with extensive litigation experience Court appointed Commissioner in Ramsey County past President of Minnesota Chapter AIR EA (1987) instructor of appraisal courses and seminars Michael is a graduate of St John s University Licensed as a Certified General Real Property Appraiser Roger M Rohrer Appraiser Roger has been an appraiser since 1972 and has expertise ►n most types of property including business office general commercial industrial multiple family and special purpose Extensive experience as an expert witness as well as in benefit analysis of public improvements court appointed condemnation commissioner ►n Dakota County A graduate of the University of Minnesota Roger is licensed by the State of Minnesota as a Certified General Real Property Appraiser Marc E Knoche, MAI Marc has been an appraiser since 1982 and has the MAI designation of the Appraisal Institute He specializes in commercial industrial multiple family residential and special purpose property appraisals Marc has extensive litigation/expert witness experience and has served as a court appointed commissioner He is a Past President of the Metro/Minnesota Chapter of the Appraisal Institute (1992 & 1993) A graduate of Macalester College Marc is licensed as a Certified General Real Property Appraiser Steven J Wall, MAI, ASA Active as an appraiser since 1980 Steve has the MAI designation of the Appraisal Institute and the ASA designation of the American Society of Appraisers machinery and equipment Real estate expertise includes general commercial industrial multi family properties specializing ►n agr► business Machinery and equipment appraisal includes manufacturing and food processing construction printing/packaging furniture/ computers and agri business Steve is a graduate of the University of Montana Licensed as a Certified General Real Property Appraiser Paul J Gleason Appraiser Paul has been appraising real estate since 1992 Primary focus is on commercial/industrial properties though a significant part of his time also involves the valuation of single family houses condos townhouses and small residential income properties as well Paul is a graduate of the University of Wisconsin at La Crosse Licensed as a Certified General Real Property Appraiser Sean P Butts, Appraiser Active as an appraiser since 1992 Sean specializes in commercial industrial multiple family residential and recreational property (►e golf courses) Sean ►s a graduate of St Cloud State University with a Business degree with emphasis on Real Estate Appraising Licensed as a Certified General Real Property Appraiser William E Petersen Appraiser Bill has been an active appraiser since 1986 specializing in the valuation of commercial industrial multi family office and special purpose properties with experience as an expert witness Bill is a graduate of the University of Minnesota and practiced dentistry from 1970 1986 before becoming licensed as a Certified General Real Property Appraiser Mark W Brown, Appraiser Active as an appraiser since 1993 Mark has appraised a variety of commercial industrial and special purpose properties particularly in the gasoline and automotive service industries Mark ►s a graduate of Indiana University Licensed as a Certified General Real Property Appraiser John M Kubes Appraiser John started in the appraisal field in 1998 and has been involved in the valuation of a variety of commercial industrial multiple family and office properties John is a graduate of the University of North Dakota and is licensed as a Registered Real Property Appraiser BETTENDORF ROHRER KNOCHE WALL, INC PAGE 61