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2002-09-04 HPC Packet (2)
THE BIRTHPLACE OF MINNESOTA HERITAGE PRESERVATION MEETING NOTICE THE STILLWATER HERITAGE PRESERVATION COMMISSION WILL MEET WEDNESDAY, SEPTEMBER 4, 2002 7 00 P M 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 Drive 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 buck 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 / 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 / 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 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 Distnct Business Park Commercial Zoning Distnct 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 Iettenng 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 Tight 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 FormlLetter/Site Plan 08'19,2002 15 '6 4300810 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 C-Kdt. go 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 /30 4" AAssessor's Parcel No Zoning District Description of Project In detail /6,4,-ci'-c-- eik/o 447/e-7 47 Gas - � �/ee — p, 4 '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 d 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 $ Con nZf l,c Representative i- o Sicw S , l Mc Mailing Addresses toil r Z ,t5, Mailing Address 432.E JELGon / City State Zip hIPi4. e" City State Zip rile _+-1 f) n) Telephone No 9S2 g7.44. 4-Co oil Telephone No orrN Sc crrr 1_-F2smiE. H \mcnamara\shella\2002\des!gn review permit wpd April 12 2002 H&R BLOCK Office ID. District Office Street City State Zip • .. [ 1 dK y3 r r.' '0t fFr mM Plasti-Line, Inc. 22642 22604 1310 W Frontage Rd Stillwater MN 55082 7/31/02 i Site Plan Office ID Dish -let Office City 22642 22604 Stillwater N Street State MN 1310 W Frontage Rd Zip 55082 E-01 RR WEST FRONTAGE ROAD Site Comments Pylon for shopping center and major tenants only Key Sign IQ Overview Photo Location Example Action Codes E-01 RR E— Sign Number E— 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 r, Signage Detail Sign No. E-01 Office ID District Office City 22642 22604 Shllwater Street State MN 1310 W Frontage Rd Zip 55082 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 Sign Text H & R Block Comments Fascia Pantone 7506 U, Tnm Cap Metahc Brass, Channel Pantone Black 6 U Recommendation Comments Proposed Signage Action RR Description WhUe Channel Letters Ground Height 156" Height Width Max Sq Ft Min Sq Ft 30" 166" 23.5 34 58 Illumination Illuminated Wall Repair Patch and paint fascia using pantone 7506U VIF Required 7/31/02 D1 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 Distnct 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 (..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 mow. PROPERTY IDENTIFICATION Address of ProjectL�-y2 -(' Assessor's Parcel No 5-rAP Mat #a( - Zoning District Description of Project in detail `12 -PLi ►c , cG •1 a_ "t T ` ♦ _Y _% "I hereby state the foregoing statements and all data, Information and evidence submitted herewith in all rrespect4. to the beet of my knowledge and belief, to be true and correct I further certify I will comply with the permit felt Is granted end used" If representative is not ' roperty own property owner's signature Is required, Property Owner Mailing Address City State Zip Telephone No. ( ) `13--86) 2 Representative Mailing Addne;s7 y City State zips i 11 klA--r 1MAi5` Telephone No(�i )354 ` (66_9.4.30 -9�- H lmrnamaralta‘de519n MOON permtwpd *9 12, 20132 ci n2RTTr1 1fliN 5TVDi2 Carl Erickson P2TTFR 402 /lorth Mainftreet J'tillvater, M/l, 55082 (651) 351-1579 White Vinyl on Entrance Door Glass I12RTr1 MFhN 7TVI7i2 Carl Erickson / 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 .a pilrloRTrl N17:IIN 2TVP12 Carl Erickson / Potter 0 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 a8/19/20213_ 14 3e 4303U10 _ cue Oaf d CITY of bI_LL.JMI Care NM ' flz-kt oats Md. -0. Receipt No . �—.- Fee: $25.00 IWtst 5 Gt N REVIEW APPLICATION FORM IUD," COMMUNITY DEVELOPMENT DEPARTMENT CITI OF STILLWATER 5 , ('0. ide r-c Sfi (i Ovate r, an 216 NORTH FOURTH STREET '� .�� S'TILLWATER. MN 550112 The applicant Is responsible for the connecompleteness with any appll�t on.of aPhot�, ll forms and supporting material submitted in connection sketches and a fetter of Intent Is required All supporting material (i.e. pho of sketches, etc) submitted with application becomes the property of the Stillwater. Fourteen (14) copies of all supporting materials le required. Alt following information Is PROPERTY IDENTIFICATION Address of Project la),. S %A1 .57 Assessor's Parcel No ._ Zoning District (-BD Description of Project in detail '1 hereby elate the foregoing statements end ell data, Information end evidence submitted herewith lA all respells, to the beat of my knowledge end belief to be tare end correct I nigher certify 1 will comply with the permit MU, !s granted and used' If representative Is not property owner, then property owner's signature Is fergith2fid Property Owner LARAl Ai 6i, se Ai Representative, A 129.04A Melling Address l S MAN ST Mailing Address k �20u6 �Q City state Z1p Z i Ll.u,/r? Mn.l „EV. City State Zip MAp 1ie Crave. r.4 4 l t Telephone NoL-5 fr e3.0 Telephone No / b3-4i 10-19 `t`f hThoA-1 s Aas riN Illmcnamara00W\2oo2Wesign review ppmlt.wpd nova 12, 2002 Td WU T 01 EWE LT unr ON Xdd WONJ FR3M AM EXPRESS FINANCIAL ADVISORS PHONE NO S51 3510102 Aug 29 2002 02 05PM P2 Page 1 of 1 wyr.. �....r.� MM3�'141 N ..244a "' • 4,4 +4 n4Ju, w� Ann- Ors Y' w4.7.74 ry �a ay M.14,50 • rw C s"` t .'eft 1CoJ1"f}y'-err �, 'r:4' .u"twi+ Tv. y�<y�,j,�` Sr ' VT' ''�.C4�,'}4) 4' 1. %fo&dune ' + ^ * yjt. II ^' I 1.kk 1.: Y. ara �rr_i� � .ww+�Ys�rwti� • 14 rrirt.,nr'a.,�i 44.1 �.w •� n w '"M.:'N r"^nR 4wh .t 47:- >i► W .rs �+ .e ''•°9" Meu. N ., `a+n y, f9' 4,4 '". .v"iw sr ▪ ^t+ ..qi� m atM "1wN :4,444.4,4,"r1144I.w w ' ^"i'^ ,74,4 'r+n WN ♦w.a 2 . Y @]d 414 yFt3va2�S15_ 4 ,1' .. ate: �""' . w file //C \Documents%20and%20Settings\SFitzgerald\Local%20Settings\Temporary%201nternet%20Fi1es\OLK4\AMEXoffice jpg 8/29/2002 FROM AM E>FTt5S FINANCIAL ADVISORS PHONE NO 651 3510102 Rug 28 2002 02 06PM P3 .j, ( S f � R tArj -6qP °6-- Jr€30 to �1 �L I(,„ t C[ G C1 . d l� 6 rd� 5s-3, CG c �# r 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 facade of the building would be primarily buck 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 materials 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 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 during 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 budding permits are issued 13 Sign package to be approved by the Heritage Preservation Commission, including directional signs 14 All secunty 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 22 200- 0: S- 4303810 1 4 -r f7 1 CITY OF STILLWATER PAGE 01 Case No: TT ! oz-4.'1 Date Flied: 9 za Receipt No.: 3E31- Pee: $25.00 DESIGN REVIEW APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER, MN 55082 The applicants 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 exterior Hip roof's clad in 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 leouIred 7 hoof75 / , �a t../ = miffec;r7.42.elz-77:)Property Owner r/L�, Representative ' -40 Mailing Address 4301 Highway 7 , #100 Malting 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 Vr+otamara\shella\2002\CesIgn rMew perrnitwpd Aorl 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 CThe4ftsfStiltwater' 501 NORTH MAIN STREET STI L LWATE R , MINNESOTA 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 EDMONTON 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 MINNEAPOLIS, 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 N NORTH SECON STREET M NEMO. MIN [SOT Rao warn wal nvoodo URBAN BANNING OPEN -SPACE COMMUNITIES ARCHITECTURE LANDSCA/E AP.CHTEECTUKE GRAPHICS HRRER CERTIFY THAT THIS LAN SPECIFICAT ON OR REPORT WAS PREPARED B ME, OR l NDE MY DIRECT AJPEAVSRTN AND 1HA I AM A DU Y G STEREO ARCHITECT UNDER THE LA VS OF TH STATE OF MINNESOTA REG NO cornea Amu oacnevuu. ie4W, NORTH B SCALE STILLWATER, MINNESOTA DATE PROJECT DESIGN DRAWN SHUT _ L331002 200500 0000.00 0000 00 I AO O'. }E� TOPOGRAPHICAL AND SITE DATA NOT VERIFIED INFORMATION TAKEN FROM PUBLIC DOMAIN DOCUMENTS AT THE CITY OF STILLWATER Y LINE OF MAW STREET AND THE WESTERLY LINE OF TRACE 2 EXHIBIT B OF CERTIFICATE OF TITLE No 65 9�tlAiS-R 12 WATER / ' 0: 3m !X, g CC tcgs- -E OF 6NE \si J - t901 at) i N / / BITUM $5 sea sLNN lB DER 5� reY_ `UTLN �F V P�.tFp tro8 TRA 2, "EXHIBIT B.. Bi uruNous 1 1 E ZS0088 8 36 08 E \ - � = 16961 =\ B W5 56 �� — — 4 5� �� 1— y/1� _— , Bel — \ /, �� / _____ xx ,1- �. \ x 1 / / JI ,, _ �I-,1 � 1 , YF 70 h. 1 7- 1� 1 70 4 yy \ a —� 1 T ye 0 o BZ ON tS 1 N i0I3N1 Ala3NlllOS J SAN a 1/ 6A5 ---=cps CA 55 912 NV4-6 a 87 39 -J �3 L`9 rck 3 a a SAN 12 WATER 7 l� -4 P_ / 12 WATER MAIN STREET L 12 WATER 15 SAN YJJNE OF MAIN STREET AND THE WE Y LINE OF TRACT 2 "FACER B OF TE Of TITLE NO 65 SAN SAN— J BUXELL ARCOR'HSE'O HIIVl15 MTEL-IUF E LTD OTRECT EwEWSOrr o5s ,vll ux-oo�o Rd RANN NC ORNSP4CECO 1MONRFREES RCHrrECN U DS�SPE Cllrrtrn E CRAP}, CS A Y 'E0'If' THAT TIUS P A V E F CA ION OR RFFORT` AS PREPARED 02 h6 05 DE V1 O REC SLFPEM1Vt$7N AND THAT 1 M DUI_ R C STEREO — T1.,E .T ErNOFx THE LAWS OF THE 51 11 JF N0EooTA XEC NORTH Lzt J 501 NORTH MAIN STREET STILLWATER, MINNESOTA EXISTING SITE CONDITIONS DATE_ P0.01ECE DE51CN DRAKN SHEET B 27 2002 2005 OC 0000 02 0000 OC L O E 1Guwo�Rar&5r Finn aO1s. A.r s (NpSAL1YW wo0001®OOIT 11005 SOOYMR W 001012 ROW P Sr ForarAaFlrvor •roc PDX mwo1ALERAm 45)054274 ppeAlRwealaRnRAua INp TRmmnICLEAC PROPOSED FIRST FLOOR ELEVATION = 696 50 GARAGE FLOOR ELEVATION = 685 50 PWAunrWGICO ®EaT LOGE .0510 O1IS W/OA0V £ PSr RN01 AdTONNWAWr G ryP1c MTwnerwOALmoar @GESOS W lwCOALL RAIPS.T MP 1101.0.1.120. Cr L (rPDmRPACTAWOSM 04441111OCWr EOM MO &NEPDX.sOWPSr POE P MOXIMIPAIr 11,103•RmAs wocon®EaT CM mtWNR 10001541EROWP r rorP Aa I.101.01, RP1MY. WO/MN (RAWOWAOflae0rGV1 a.uWLarwrr1a11nRN1 PARemumLWlLa1r.1LN1 NOTE 1 ALL PLANTING BEDS TO BE FILLED WITH 4° OF HARDWOOD SHREEDED BARK MULCH ELL ARG vasrvr 10034145aAWr0c(554; FOR 11040.5. maAGOPWAOE 01TGefALnEL1 F4P21XGOT MOM. 55w0154SO4.415Wi504Y 117wN5.4.44 OWAAEIWOFRMI uweorrLW/FsuouL TOPOGRAPHICAL AND SITE DATA NOT VERIFIED INFORMATION TAKEN FROM PUBLIC DOMAIN DOCUMENTS AT THE CITY OF STILLWATER J BUXELL ARCHRECRJRE LTD 19 NO TX 000 2T1L1ET AOHNIM OILS AO FSOTA 540 Ems n at Mood° LRBAN MNNSNv OPENSPACTCOMMUNMES ARCHITECTURE LWDSC.VEARCNRFCTLOI GRAPICO HOLES LA'RV THAT THD AN 5 E F CAT ON 05. 08508 AS MEP RED lQ J NDCR M D RE T SLIPFAVNON AND THAT I AM A D L REG15T O ARCHITECT U DER THE LA V OR THE ST TT OF 1WNESOTA KEG N0 uegit NORTH 1.16.12111 o sc AL.E r 501 NORTH MAIN STREET STILLWATER, MINNESOTA 4541510515 LANDSCAPE PLAN DATE. PROJECT DESIGN DRAWN E 23 2002 200500 JHB RJS R15 Al 1 SHEET J IL951 / i I —! ;r PROPOSED FIRST FLOOR ELEVATION = 696 50 GARAGE FLOOR ELEVATION = 685 50 Lmvr Caana.ESOMA. PALM 001.IM1. DUALS 9.1 RAI9EDCDNOEETE 9IDEW/LLIE EDGE (T19) TOPOGRAPHICAL AND SITE DATA NOT VERIFIED INFORMATION TAKEN FROM PUBLIC DOMAIN DOCUMENTS AT THE CITY OF STILLWATER 'Fo 16391 — J BUXELL ARIHITEC-RIFLE LTD 0 TH SECO DSIAEEF EAPDUS M Num b PAX b190040 U BA. PIANNI C OPENS, 'F OMM NITIE AACHIIECTIR LANDS,APE ARCHITECTURE GRAPHICS DUB CERTIFY THAT THIS LAN PEC F C TON 0 REPORT Aa PREPARED Y ME OR UNDER 1Y DIRECT SUPERVISION AND THAT AM DU Y P. G EKED ARCHDE T UNDER THE LAWS OF THE STATE OF N NNESOTA REG (3Ngt., .111 NORTH LS SCALE r Lso 501 NORTH MAIN STREET STILLWATER, MINNESOTA NtsiOws GRADING PLAN DATE _ B 13 2002 PROTECT 2005 00 MOH 1 2111 R J5 DRAWN R15 „LEI I Al 2 t;i6/4 PARKING FLOOR PLAN \N..2 0 SCALE 1 /1 6" = 1'-0" J BUXELL ARCHITECTURE LTD O TH SECO STREET MI EAPOUS MIN ESOT 40 0. FA%1 03e0040 URBAN MANNING OPENSPNCE COMMUMFI6 ARCHITECTURE UVDS.APC ARCHITECTURE GRAPHICS HER Y CERTIFY THAT THIS LA 5 E ICAT ON 0 RFPO0. WAS PREPARED Y ME OR NOER MY 0 ELECT SUPERVISION AND THAT I AM O .. 5 R. O 1RCMTECT UNDER THE LAWS OF THE STATE OF NNESOTA 41,1„ NORTH o e e SCNE e-0 501 NORTH MAIN STREET STILLWATER, MINNESOTA PARKING FLOOR PLAN DATE 8232002 PROTECT _ 2005 00 DESIGN _ 000000 DRAWN 000000 SHEET LA2 OJ D N NV -Id d001d 1SHId _.9L/131V3S 0 r. i C7he 4ftsijStill°water' 501 NORTH MAIN STREET STILLWATER, MINNESOTA P SECOND FLOOR PLAN A2 2 SCALE 1 /16" = 1'-0" J BUXELL AR CH LTD O THSE O 5,1 EAPOLLS nu FAXI rATTOA0 RBA G OPENS? CI 0 M \TEB A.l'^-LIRE LANDSCAPE MG RE HERE) CERTIFY - THIS AN CF A 0 REPORT W U PREP A D TE OR UNDER 0 ECT RIPPAVSON ND T A. DULY RED. ED ,20:3ITECT UNDER - S OF n IE STATE OF •=31„ NCRTH SCALE. 6'P 501 NORTH MAIN STREET STILLWATER, MINNESOTA SECOND FLOOR PLAN DATE 8232032 PROI Cr _ - 2005 CO COIGN _ C000 CO DRAWN - 000000 MEET [-A2 2 ErA i THIRD FLOOR PLAN A2 3 SCALE 1/16" = 1 '-0" J BLIXELL ARCHITECTURE LTD ER NO Th_ VMEET E1ICLS NRINESOT 4J N 20.15- 001 S60~ AN PLANNING UPEvSP 'T OMMUNMES v1CHETECTURE LA CR—P' 'RC OECTURE GRAPHICS HERE0Y " 'WV THAT nib Av E CATION REPLR to ROARED L5 ME 0 UN Y D E SIPERVISCv ND THAT AM DU G 5 E D ARCHITECT '.DER THE L OF THE ST — IINNE OTA EG K •=`Et,, NORTH I 0 SCALE a THIRD FLOOR PLAN DATE a 23 2002 PROTECT 2005 00 DESIGN 000000 RA N 0000.00 5H ET A2 3 UNIT EC 1 406 UNIT DD 405 UNIT EC2 404 1 UNIT FF 407 FOURTH FLOOR PLAN UNIT G 408 UNIT G 408 UNIT FF 407 UNIT AB 403 UNIT EC 1 406 UNIT DD 405 UNIT EC2 404 A2 4 SCALE 1 /16" = 1'-0" J BUXELL ARCHITECTURE LTD D IN SECO DSTIEEET M NEAPOIPS M ESOTA W I 13tr 3 API b46o040 BRAN PLANNING OPENSPACE 'OMMUNMES ARl1IOECRERE LANDSCAPE ARCHITECTU E GRAPHICS HEA sY LER PPY THA THIS AN 5 CATION R. REPOR WAS PREPARED ME 1R UNDER MY D RECT SUPERVISION AND THAT AM A DU C 5 RED ARCFREECT UNDER THE LAWS OF THE STATE OF NNESOTA [G NO NORTH 4 e s SCALE. 6,0 W W i tov 1-1 O STILLWATER, MINNESOTA FISUNS FOURTH FLOOR PLAN DATE _ H 23 2002 PROIET _ _ 200500 DESIGN ___ 000000 DRAWN_ _ 000000 EET A2 41 IgrA i OUTDOOR DECK COVR€D WOR DECK 4 • ROOF PLAN 11 A2 5/ SCALE 1/16" = 1'-0" J BUXELL ARCH RECNRE LTD ND TIi ELo DSTREET M £MOU M ESOTA 1 b F Aol b3FOOHO U BAN PU N VC OPENSP CE COMMUNITIES RCHITECFURE LANDS3APEA ClffELZL0. GRAPHICS HEREBY CERTIFY TIi THIS PLA PECI ICAT i.N OR REPOR VAS PREPARED Bl ME R ND MY D REC IUPERVISION AND TH T AM n DULY R O ED ARCTHIT'CT UNDER THE ..A 5 OF THE STATE OF INNL5OTA Rf NO NORTH P116111.11 e SGYE B-0 501 NORTH MAIN STREET STILLWATER, MINNESOTA NIZiONS ROOF PLAN DATE __ 8 23 2002 PROTECT 2005 00 DESIGN ___ 000000 DRAWN _ 000000 SHEET A25 0 111 1 if 7 0 z "5-d7 Adz 51 1 1— I 11 rh L� T 4 lL = n-'_I Z I �I r— L s\ I r 4 MIN hit 1 �i IN I WEN= 1' ,f I 1 8 4 I 1 Id? Crhe f ater' 501 NORTH MAIN STREET STILLWATER, MINNESOTA 1 a 1:1;1,11 QsQ 111E� gc fOrAil 0 7 zt f -44 p Z 7 r 7 ZL -L- v) O �p c c c I` r 96 r Pz 4+ �b $� 4‘i + + + oa c ip o-1 -- l Crfie 4ftsgStilrwaterl 501 NORTH MAIN STREET STILLWATER, MINNESOTA �1I 0) I� K z r { 1 i rtl r_ "I 11_ if _ � I II � u F173 \� 4 -14 41- - r L-' F li Crhe �o ts` f LStillwater' 501 NORTH MAIN STREET STILLWATER, MINNESOTA r F xt e 5r SEE ARCHITECTURAL DRA W O O5 FOR STABS MATERIAL AND DETAILS PROPERTYLNE CURD GFTWRH NEW CONC. APRON MEET AND MATCH EXISTING CURD (TYP ) REWRITE PARALLEL►NLRING — I- FLOOD WALL WTTN RARING ONTOP RAISED PLANTERS ON TOP OF PARKING STRUCTURE PROPOSED FIRST FLOOR ELEVATION = 696 50 GARAGE FLOOR ELEVATION = 685 50 CITY STANDARD CURD DIAL/ EDGE OF FOUNDATION WALL PATIO Ow RAISED PLANTERS ON TOP OF PARKING STRUCTURE cM TOFIppt[ lm[NAIa Pouravo rPLAle ELTAss CITY STANDARD CORE NAIL PROPOSED RETAINING 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 54 PROPERTY LINE FLOOD WALL WITH RAILING ONTOP SEE ARCHTECNRAL DRAWINGS FOR STABS MATERIAL AND VET AB_ J BUXELL ARCHITECTURE LTD 0 TH SELO DSTREET M MOODS M SITT ssb I 113E ME( 1lsau0 RIIAN PLANNING 0 ENSTACECOMMUNRIES AkLPII ICCTURE LANDSCAPE CN3ECTU GRAPHICS I EREBY CERTIFY THAT THIS PLAN SPEC F CAT ON 0 KOOK V.AS IREPARED BY ME OR UNDER M D RECT 2IHAVISON AND THAT I AM D REG T RED APCMTCT DPW THE LAWS OF THE TATE OF (NNElOT REG NO NORTH SCALE t• B-O' CIO 501 NORTH MAIN STREET STILLWATER, MINNESOTA LVISIMIS SITE PLAN DATE _ 8 23 2002 PROJECT 200500 DE9t.N _ 1 H B R 1S DILA VN _ _ RJ 5 SHEET I_ Al 0 CCXCXC-2C...2-_,CCIC,CCOCXC2.---,CCQCIGIC:20C ET. Fit 1 r 5 — w S ll Z 6 4- I1 $m �-171 I I\I ----- ---41-1 G T - ,t— I 111 1 I I/1 ( l ,r C?he �o sOtigatert 501 NORTH MAIN STREET STILLWATER, MINNESOTA !ggin n�4 aggOR €iligrn gar HERITAGE PRESERVATION COMMISSION APPLICATION REVIEW FORM CASE NO DR/02-48 Hentage Preservation Date September 4, 2002 Project Location 1801 Market Drive 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 ,q 2 20U: 15 0 4j0:81w UNIVERSAL SIGNS INC ,1T( uF ST1LL4-Itk PAGE 02 rHuc �l 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 responslbie 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 milked PROPERTY IDENTIFICATION Address of Profect,,f'A,2 c1 D11. Assessor's Parcel No Zoning District Description of Project in detail 4-ezill wall 5r) ,f O1ivG Gie Vise6v4 G:�dae "I hereby state the ibrwgoIng statements and all date►, ,nlbrnration and evidence submitted her+ewltlr In all respect, to the best army knowledge and beet; to be true and correct. T ftrther certify I will comply with Me permit if It Is granted and used" If representative Is not property owner, then property owner's signature is MOM Property Owner Cc of /Co4j Mailing Address 401 fiVtil1l/1- City State Zip whit" Mr Telephone No H \mcnsmarAshida\2002\daggn review pemdLwpd Representative 041411.4 J fl»14r►/c Mailing Address /off 77/4frir AYE r City State Zip 5 / Awe- /ham+_ f/0 y- Teiephone No `f/-1Y. OAT ApiI 12, 2002 '•1�J1�pirvK�'-/,rt}�. 4r� 1f �y�}�,-' .yy�''t)f t +k�r♦. +F \r11�3+����i. Y 3'IT,Yxr1 r=, ! c+. {` �f.v ��uD�.ivt�r��.�t�Y+s��lv�t.'R.li.r��..�ii7�'Nrl.Krc.�.,irt,}�L,I"ik �Y.: �i Tn^.: 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 Fritzgerald 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 L4zin Julie Krenn Account Executive enclosures JCK/tbm 1322 Barclay Boulevard 'Buffalo Grove I Illinois 60089 I v 847/520 1255 I f 847/520 1543 Cub Foods 5 S C Cub Letterset w/ 2 Discount Liquor Rocewoy Letterset 1) 3-11 1/8 CUB FOODS S C LTRS N EON (MOO Eapl (OAKITA) Aum1e boas) MOUE (nssa4lf) EIEEM1111 (00.a) WOK (Mot) CTVEe4 (blooms) ECMa(IS MOON KOOK PR41) KueNDIS (MO W ON mourns) sots momos (nsm COOOR) ROOKY (TROT) TAN MOON (IME) TOE SUPPORT/ �(�1�[O�a) OAITYOON01 ETYPO w) NINCIROL KUNO IONT (TAAMER N NO SONY KOURED OTTIIl1Y INASS ATOM 1lOMETlC SPCCRCAYO N GEORKN. LaCA1oN CLEAR RED IBYM CUB 1511Y r000S t/2887 RED PLEXICLAS NJARRN MOORE 975 Y)R'rQ1yillRN4 rlt. ALUMINUIT NA NA MpAL TUBE SUPPORTS OMA LP CONT... STANDARD LOGOTYPE 1ES K 4 STAND OFF BRACKETS STANDARD 3/4 Plywood Blocking Detail NTS ACRYLIC FACE NEON TUBE 0.lUYINATION ENCLOSURE OF ALL VARINO (u L uSTED) METAL TUBE SUPPORTS 1/8 X 4 STAND-OFF MOUNTING BRACKET DPST DISCONECT SWITCH WITH SWITCH PLATE 3/4 PLYWOOD FoR DRIVET WALL THROTS W/WASHER NUTS FIELD tvilliNG CONNECTIONS 8 9/16 — Electrical 23 2 1/8 11 9 3/4 RACEWAY-M NEON (cam) KM (mono NONE (KOMO ACMTX ITNor4s1) RNTIRb4 (ea019 wows ( ) (INCURS*KARNS KOOKS (( INTAacf4 (Tara.) KOONS (TWO WO; (TrOot BOYS OWO RACMRW (CO M WNW (nay) TURN AMON (TM) TURF SNOOK �PaC�4/Mu)' XIMMOWIER (TMN/Y�) NIOCIMCAL MOM fONT (RIIYRNR/RRNN) MVP KW= °YAWN NWVCATON 110101119 $PECOVAMRI EUCTMCAL LOCATON OUNTED LETTER CLEAR RED 1Suu VIM RED PLEIOCLAS NJA1aN MOORE 975 ACRYLiC POLYURETHANE S 1/x' bEEP..040" COIL STK MATCH RETURNS A YUC POLIT4RETHANE LT RETAINERS 3 ALVYINUM MATCH BUILOw FASO ACRYLIC POLYUR THAN CLASS_ 134 39 Y A 00 Poroln Housing STANDAR LOGOTYPE YES K5 NA STANDARD 3/4 Plywood Blocking Option NTS. ACtXUC rAKZ NEON TUBE Lau/ANAtl04 ENCLOSURE Of AU. wRINO (u L USTED) CLASS TUBE SUPPORTS 7 X 7 BREAKFORMED ALUMWUM RACEWAY DISCONECT SWITCH wTH SNITCH PLATE UM 1/4 ALUMWUY MOUNTINO PLATE (WHEN REODUTEO) 1/2 EYT CONDUIT EXTEND DETOUR!) WALL TO BACK OF BRACKET FILL 1WTH CAULK 3/4 PLYW000 FOR DRVET WALL Main electrical out to wall located behind t RED Faces 3/4 Plywood req d behind woll for mounting 7 -7 5/16 Actual Area = 179 sq ft FACE OF LETTER RETAINER IS SCREWED INTO RETURN 050 LETTER RETURN LARGE RETAINER RETAINER DETAIL NTS SHEBOYGAN OFFICE PO BOX 1087 SHEBOYGAN WI 53082 1087 MANTA CHICAGO MILWAUKEE Corporate H4ao5wnn Sheboygan, WL CUSTOMER Cub Foods LOCATION various DESIGNED BY MAK ACCT REP J Krenn DATE 4 / 22 / 02 APPROVEDBY DATE © 2002 KIEFFER & CO INC oa a. Mora IAr1AROO lOt ee:a° .°ter. 1 OXCIn w.. rAT.4R IOT Tau aT anw mho a urT w 1N0 r sin TIO s°i MOO or Nip wmsra fI rDau a LL 1 1 1 1 1 1 1 1 1 z 0 0) J w Q 1 I •- N Ko cf. ul O O O O O O 2 0 r STILLWATER MN SITE SIGNAGE I1111M11111111 ■■ ,119 SlaMad 5 Cub & I - 10 Discount Lksuar Internally 00mhWt.d I.11aate. REF DRC. /C45449 Slcada1d 3 'Pharmacy In1.maey ®uminated RACEWAY Mounted 1 Ilaal REF DWG. /C122R3A STOREFRONT ELEVATION Slonde d 10 & 6 - 6 Cue Foods Sell Cant In.d Internally &man 1.0 letterset REF DWG. /CIt053 Slaldald 4 24 Rap Sayings Inter ally Illuminated RACEWAY Mau 1a0 letlaset REF DWG /C13721 Glob 24 :Hoti i= S;tv i 11;II; -1I�i. Foods .-.■ raw' • • •Faul Imo\ �i■■ Scab 1/16 - 1 - 0 MI • JTrI:_ I_� I STIEDOVOAN OFFICE PO BOA 01/ ISIESOVOAK VA MSS ICl/ ADIANIA cArA00 ILLWNIRZ DaDos Simms Da.. vit CUSTOMER c LOCATION SID.ota MN 0191.IWBY .N1 ACCT RED WAD DATE. / ./02 0SW KIEFFER& ne • 6 yl (M usTra z � $af lf44 1 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 lettering 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 lettenng on it Sign number 4 is a replacement of the face of an existing monument sign It now says DiaSonn and American Standard The new monument sign will say DiaSorin 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 pr.1(2.- 4q 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 43,2 036 a0 yy Ooog 3,t vit. -2o 4S/ 9O/O Address of Project/95i /)crAcesle ri kcr Assessor's Parcel NoR3' ojv av W &o/i/ G Zoning District Description of Project in detail¢} Ten an 4 /rim tulle vr, Fits de o 1 btu leltn_3t 1 a Cited/end S., a% e 4r s} Ova 9� f n/c u �L /? crY-Attirdem /)e j AS(!"/1 di) 6'rtC)atf Pre"5t.5 St/lleP F CI.- ' ', etll,Lre" /1)1 /,'iOri LlP�lJ'4i j r. eip fttr,lt se tat- /, e eU .t plait ,_s tea winothde met kp/e irwri,ts to Pis "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 OwneraerSonn sh P Representative Liss ,E'u,sc/tma&. Mailing Addressh k c efs, /9s//lery.f4'Jk'4 /,ic Mailing AddressPt Roy de5, /%5//1orrlraeJk.,ti fi City State Zip t_Si+ / dieter, /l1 h 55 U Boa City State Zip J i //k'aJer ri S"Sdd'd Telephone No (457)/3 9-4. 71 o Telephone No trs/J 3 9-97io H \mcnamara\sheila\2002\design review permit wpd Apnl 12, 2002 Orreltak tIff41: '-.4_,9 ,...- . . , ih -',"..1Jir _, . - ':.:r-r!,:',.', '44': 7. : -. - ' • -.1:..-4.-.4N, • • -•.- ; . :-•••-,,,..Lrit---rhit .....• . • . „. .t.,.........ti... . . ' '''' ' 4. itl"..,....---7::: -11112ivi-.....,12-7:::7-'':'-:°-=.7-• ... ... ,,..,!•':. - '••••• . ..,:.•-,.;.--L1-:- iei. • -----',—"-:• ' '• '. ' 17 ?: ',.4..7; vr,...7.4-tr.5i,/ .% . ' - • .• -.0-,t.. ,:i., - r ,. -Zi..." ."; r...-t_,-,,,.. :;". t ▪ .-,- .., ....-. , , ,4 ..- Pf' --r. 44.S14-',.. ,-"' -I- _, / `'/ '-'' •,/ — .../ ...././0.0....., F........... ", -.. ..J.,. /../ ..--M ./V .,.,_ i ...... j -^'.." . ,-,--,- •-t. ...A....21, X,.2...,..-.1:4`, -.., .., 47' ....7 r.. ' ,I, r.,5 _, y, - f .... ....‘,..--, .... -, tt- . te-- ...- g '------_ ' - t ,- 4 .... -..... .... .., ...a. - - -:-.:'"" - ''' -_,A. -r-, ''' °':' ,, ......-.1. ..... ,....,c r t- .e n SU I 1 1 ,1 1 J U •Single Face Non -Illuminated L-Sha•cd Directional Sign Scale: 3/4"=1'-0" Face & Square Tubes Will Be Painted To Match PM5 541 White Vinyl Copy 4' 48" 4" 1/8" Aluminum Plate Painted Light Blue • Side 031e The Same M Side 01 Except Reversed Aamw Side # 3 Side # 1 • Side # 2 • Top View la��]'�(��(�!Q iLdGY>•� 945 5 r PA LAL i vJ11�1J�1r aS,_ ` • t 'y ..0 ' ROUTE 4 8 8 6 7 1 1 CUSTOMER APPROVAL Y. 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 Dlasorin St Croix Orthopaedics PRODUCTION MGR x DATE / / DATE DRAWN 6 18 02 R1ER•CE M14.5.51 im. BUTLER 0'4 (651 ) GRAPHICS PRODUCTION x DATE / / REVISED 7 17 02 DRAWING BY Jasper PRIMARY ELECTRICAL SERVICE 120 Volts 1/8 Aluminum Plate WIII Be Painted Duranodic Bronze Single Face Non -Illuminated Directional Sign Scale: 1"=1-0 Face & Square Tubes Will Be Painted To Match PMS #541c White Vinyl Copy 3 36" 3' IdaWrenee • yia _ 9 415 PIE R,G E BUTLER Ito LLI E 5 T PA U,L 51 r15 511o a t6 5 11) G8 e 67111 CUSTOMER APPROVAL BY DATE / / CUSTOMER. Diasonn 5t Croix Orthopaedics P These plans are the exclusive property of Lawrence Sign and are the result of the onginal 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 led Kroska DATE / / DRAWING- Dlasorin St Grob( 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 Voite 73- • Single Face Illuminated Monument Sign Scale: 111=1-0" 73 5 gam''" syb r w' ), ,�-11rT WZ.7 4;:slir 1. `'tl�Ci..k.-,-ice.- g" 20 20 20' 2 3 • Aluminum Cabinet Faces T Bare Pole Wrap & Retainers Will Be Painted Duranodic Bronze • Faces IMII Be Routed Out Aluminum Backed Up With White Flex • Removable Tenant Inserts • Reveal Will Be Painted Light Blue To Match Building • Lft With High Output Flourescerrt Lamps '4K ..- „na, • t' 4 d a p S T• C R O I X ORTHOPAEDICS Tenant Lawrence � '/lam fir. (♦, _ CUSTOMER APPROVAL 6Y. DATE / / CUSTOMER. Dlasorin St Crone p 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 / / Orthopaedics dics DRAWING Diasorin St Croix Orchopacdlcs PRODUCTION MGR x DATE / / DATE DRAWN 6 1E' 02 GRAPHICS PRODUCTION x DATE / / REVISED 7 17 02 v 945 PIERCE BUTLER ROUTE ST PA U l MIN 55110 4 (6 5 1) 4 e e 6 7 1 1 DRAWING BY Jasper PRIMARY ELECTRICAL SERVICE 277 Volts Face Replacement For Existing Double Face Illuminated Monument Scale:1/2"=1'-DII 1/8" Thick Aluminum Faces WIII 5e Painted To Match PMs #541c Copy & Underscore Will 5e Routed Out & Backed Up With White Plex 4 15 DiaSorin Cen re 1990 Industrial Blvd. • af�ZT�*®�c�j� j��/�l �r1l1JpVS� • CUSTOMER APPROVAL f3Y. DATE / / CUSTOMER DlaSorin 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 PRODUCTION MGR.. x DATE / / DATE DRAWN 717 02 Ras. PIERCE BUTLER ROUTE s T PA U L M N s s 1 0 a (651)4135, 6 71 1 GRAPHICS PRODUCTION x DATE / / REVISED 8 9 02 DRAWING BY Jasper PRIMARY ELECTRICAL SERVICE 120 Volts V my Alp Sect. IIOv 20w Sc. SCa1B M 50 Teal a � 1 LEGEND —u- -n — Om D( R. POD OW SURVEY FOR DlaSunn Ent. 1900lndustnal Boulesard Stlllv`Bter MN 55082 CERTIFICATE of SURVEY MINOR SUBDIVISION — DIASORIN PROPERTY Th p p0 f 1b1, 807 2 to f ahlat IA ere Una I M S bd nal lh tb CHAT of SUU tar Th1 parcel b 1 been sated of F Oro y 15 2002 1 1 pees! hi Lb t Co float parcel may be 01Rare t th u ah wn bereo Th Jin I rev rd f tb City f SEW t oho Id be b eked al nr Ith tb C ty Record Brim for Lb float 0 Lai of tb parcel, 0 4 N Stillwater Industrial Pork By 0 cement N mbar 378013 Recorded on 7/28/78 J Tower Dn ve DA5 SERVICE YA ELECTRIC SERVICE UNE TELEPHONE SERVICE UNE MANHOLE uoor POLE WAIFS LW &RIDING W LL 5TOON SE4ER CA DI BASS! TELEPHONE PTDESTAL/ TERION L BOX 51W HYDRANT CONCRETE SURFACE N a Under Groan Uhl Uri Si an Af Per Plan 9 NOTES M TOastON Pot MO.. M MASTIC UP moose DORM corn dLS TIP). wan mow MX dew PRO IMma1. MOO S L Alm & od..d Soar OREM noR W DR M RaRO Srsnw 0 9A1D O. A,wam'Atom 1 II R En lap e ddlno Amos. ...ay tor... a Sons Sawa (PR/ Mc) I. C Stillwater, Minnesota Feeley s Addition By Dec man Annaba 07 Recorded on 7/31/80 WOODED AREA 36 36 El 709 491_ ay-A—u_ AA PARCEL A 167 444 sq ft 3 84 Acres V MOUS .SIZED SPRUCE PARCEL Folz Freeman Dupay & Associates Inc �� LAND SURVEYING LAND PLANNING 5620MBAORIALAVENUE NORTH STILLWATER MINNESOTA 55082 (651)4398833 Fan (851)430 9331 r_r1) Iba.pal a/Let 1 Block C. ST GROOTBUSO@f5PARA. aaode.o dr., dhow!*. Oh god O.md a dw a?i Orbs Camp 000o e WWFlepw Canty Mama et re araelr fthe mO bar oldWLAO NUCLEAR INDUSTRIAL MRK mdiq to 0eph rbm0fm Ilk aodof recent ad amooaf the Coady Reader WadgmOmf loam*. oath aaeemlyaevdm Omw6 m0Wofh &mon maeab0 Sub. mrteaommd mem®H of mod dap ARCFL Tee prr a an BAr1 >a OIN0U5INE3. AIM 0ONo¢n Or phi Mercer eaBh aan lowed to die affo of me Camay Rcmrdv Warbaree Comp Shomewerbq aode:dyofm ono* manna Oda oathImo OIANNNONUCLI4O INDCS TRIAL PARK amdoe ease pl theca!® Rh and a.ovd to SWWIhhe ado Coo* Rom00: Marhmylm Corny Mem= and BRED many eftaew boeam0 DPOMO NUCLEAR Nn25TRW. MAY m0Ovop 40at4 moves .oet,rNawam,®dmvrOma.avd aey Lot 6 Block Three •o�, gTP ,I I"l (� 4Rq�1TTpp t��}L;;qq' -1ty 0500 _1— Iona_ 2500 20tr l "' ` . ' 4 !F _ Ir-1- W) 1 �R P. 11K �� 2 L_1 /— ___ me�...m s _" j\�i 1,3a m a,...a.a 8Z LL ml RI N 894259 W 250 00 L_3 8 n.a N 89 259 w 250 00 4 01 --i xl3�nT fw Fps ) �1 gyp, BaRa2Tv 5 E OLD 21N2 ADDED PROPOSE EASEILEMT DETAILS a Deer.IRmY n1A Day w aN RL VLF 1T TON MOM Des sn s Am Allnts Nmdt On •r'��Ili"N AlvPLOINS OR matR MT S PEA�l1 MO a A.. OR DanIT ® t-.:�.L.�. SLAM Or M IL OF 'Aao MOTE RO 1RAeRI Ma ImaasoT umSIRATOI Nn Ft AL COP 51IF T1 Y AR CRO1 SEALED : 1E MV Nor 2 e202 O-m — Fromm Dom ...Malt —AD (BaRmg1 lid. 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 bnck 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 fight 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 fr 1 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, fleshings, etc shall be painted to match the color of the adjacent surface 11 Construction projects shall conform to the City's Noise ordinance Construction dunng 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 security 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' va) Date Filed Q -72 -02 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 RB Description of Project in detail Addition & remodel of the St Paul Lutheran Church (see attached Letter 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 Mailing Address 609 S 5th Street City State Zip Stillwater, MN 55082 Telephone No 651-439-5970 Architectural Netwc Mailing Address 12445 -55th Street City State Zip Lake Elmo, MN 55042 Telephone No 651-430-0606 avow SchI.ageL SPLCCounc,ct PneAtiaen H \mcnamara\sheda\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 Committee 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, Minnesota 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 in this addition are ADA compliant restrooms on each level, a new passenger elevator, Handicapped parkmg spaces and a new fire sprinkler system Also, incorporated into 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 Prmcipal 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 11 SEALED OPTICAL CHAMBER Sealing the optical chamber from the external environment is vital to its long-term efficiency Bugs dirt and other contaminants must be stopped at every point of entry The first hne of defense is a one-piece reflector, lens doorframe and the use of resealable gaskettng materials Together they work as a CONSTRUCTION EXTRUDED ALUMINUM MOUNTING ARM CONCEALED FASTENERS IES TYPE 111 AA AEI AA2 IES TYPE IV TYPE V (FORWARD THROW) 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 BALLAST COMPARTMENT TEMPERED GLASS LENS SEALED OPTICS EASY ACCESS LATCHES 3 S-RT-19 AND ARS-RT-25 S-RT LAMP SPECIFICATIONS amps supplied with luminaires have a mogul base and are -coated. Available lamp/housing configurations: 175 MH ED2i I 400 MH ED37 250 MH ED2i 400 MH ED2i' 150 HPS Eli 250 HPS El 400 HPS El $ 'Reduced Jacketed Lamp 1000 MH ED37' 400 HPS E1$ 1000 HIS E25 ARS-RT LUMINAIRE SPECIFICATIONS )USING e piece aluminum sheet formed into 90° corners l welded NS AND DOOR FRAME ar tempered flat glass lens 188 thick thermal and impact stant set into extruded aluminum doorframe and sealed h E P D M gasket Doorframe shall have two hinge pins stainless steel and two quarter turn latches for access to ector module without the use of tools Lens and doorframe 11 form a protective seal with reflector module to prevent the rance of contaminants FLECTOR MODULE lector module is precision hydro formed aluminum mically brightened and anodized to a semi specular finish ward throw, type IV faceted reflector is an electro chemically ;htened anodized and sealed homogeneous aluminum sheet lector module is available in standard IES distribution terns II III IV (forward throw) and V Reflector module is 1 rotatable in 90° increments DIMENSIONS ARS RT 19 I ARS RT 251= ?y N.te: Fir m•untin5 configurations 29, 39 anal 49, mounting arm liimensi•n Dl is 12' long. 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 high 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 seven stage phosphate impingement conveyer and then finished in 3 5 mil thick polyester urethane powder coat paint Standard finishes are dark bronze black white and natural iluminum 6 ARS-RT LUMINAIRE ORDERING MATRIX Sample Order Number ARS RT 19 400MH 5 120 BZ/SSS 25 5 7 29 BZ SERIES ARS TYPE. RT SIZE 19 LAMP TYPE 175 MH REFLECTOR 2 VOLTAGE MT` HOUSING FINISH Z (Dark Bronze) OPTIONS FL (Fuse tuminaiie}"^fir`.: 250 MH ___ 347 BK (Black) VF (2 Vertical Slip Fitter) 400 MH 5 480 WH (White) HF (2' Horizo .iatSI p Fitter) 150 HPS F NA (Natural Aluminum) HS (House Side Shield) 250 HPS NS (Non Standard Finish) 400 HPS ARS RT 25 400 MH 2 MT BZ (Dark Bronze) FL (Fuse Luminaire) 1000 MH 3 347 BK (Black) VF (2 Vertical Slip Fitter) 400 HPS 5 480 WH (White) HF (2 Horizontal Slip Fitter) 1000 HPS F NA (Natural Aluminum) HS (House Side Shield) NS (Non Standard Finish) MT denotes multi tap ballas Please specify voltage 120v 208v 240v 277v ARS RT 19 400w HPS luminaires are not available in 347v and 480v versions ARS-RT POLE ORDERING MATRIX SERIES LENGTH SIZE GAUGE 11 (120 ) MOUNTING t 10 i. POLE FINISH BZ (Dark Bronze) SSS 20 4 25 4 11 (120 ) 28 H BK (Black) 25 5 7 (179 ) 29 e-f WH (White) 30 5 7 (179 ) 39 On AL (Natural Aluminum) 49 NS (Non Standard Finish) LUMINAIRE WIND LOAD_RATI-NG TABLE MOUNTING EPA ' . EPA ARS RT 19 I ARS RT 25 . .. ,-..:..-.wad 10 ■- 1 5 25 28 i --m 3 0 5 0 29 s-, 30 50 39 Oa 41 67 49 i 5 2 8 4 SERIES LENGTH `SIZE .. GAUGE POLE EPA SSS 20 25 11•11111111111111111 4 11 _®©11111111 30 5 34 1 6 6 Rating at 80 mph w/1 3 gust factor )In the interest of continuous product improvement Sterner Lighting Systems Inc reserves the right to ch'inge specifications without notice 7 Y Q. NZ? DRAWING TITLE DRAWING NUMBER DRAWING NAME FLOOR PLAN WEST WING / I/8 1-0 DRAWING SCALE COLUMN LINE GRID and 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 ROOM NAME and ROOM NUMBER 7,16E, ROOM NAME ROOM NUMBER (iFIRST FLOOR FLOOR ELEVATION TARGET EL loon FLOOR OR LEVEL BUILDING DATUM ELEVATION REVISION TARGET REVISION AREA CLOUDED N1ATERIA INDICATIONS EARTH/COMPACT FILL GRAVEL/POROUS FILL CONCRETE SAND/MORTAR/PLASTER COMMON/FACE BRICK STONE MARBLE VZZJ /// S2SNS8d STEEL / ALUMINUM FINISH WOOD PLYWOOD BATT OR SEMI RIGID INSULATION RIGID INSULATION ROUGH WOOD BLOCKING / SHIM 609 SOUTH 5TH STREET STII,LWATER, MINNESOTA MAIN LEVEL PLUMBING FIXTURE CODE REVIEW OFFICE EXISTING OFFICE NEW GATHERING SPACE WORSHIP SPACE CODE DATA 4243 50 FT 1443 50 FT 3850 50 FT 3509 50 FT TOTAL OCCUPANTS OFFICE 5656/200 28 OGG (14 MEN 14 WOMEN) I INC I LAV MEN I WC I LAV WOMEN GATHERING 5850/50 128 OGG (64 MEN 64 WOMEN) 2 WG 2 LAV MEN (SUB I UR FOR WC) 2 WG 2 LAV WOMEN WORSHIP 250 SEATS (115 MEN 115 INOMEN) 1 INC I LAV MEN 2 WC I LAV WOMEN LONER 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 50 FT 1379 50 FT 1500 SO FT TOTAL OCCUPANTS CLASSROOMS 4066/50 136 OGG (68 MEN b5 WOMEN) (EXISTING) I WG I LAV MEN I WC I LAV WOMEN SOCIAL HALL 4200/30 140 OGG (10 MEN 10 WOMEN) 2 WC 2 LAV MEN 2 WG 2 LAV WOMEN GATHERING 1120/30 38 OGG (19 MEN 19 WOMEN) 1 WC I LAV MEN I WG 1 LAV WOMEN CLASSROOMS 1500/30 50 OGG (25 MEN 25 WOMEN) (NEW) 1 WC LAV MEN 1WG ILAV WOMEN ANSUL SPACE 1319/200 6 OGG (3 MEN 3 WOMEN) SUMMARY OF MEN 5 REST ROOM UPPER LEVEL REVISE EXISTING TOILET ROOM TO I WG I URINAL 2 LAVS TO COMPLIANT A D A FOR A COUNT OF (2 + 2) 2 ADDD SATAF F MEN 5 TOILET TO COMPLAINT A(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 ROOMSNASIS-COUNT 2 SOUTHON TOILET 3 DO NOT COUNT TODDLER TOILET SUMMARY OF WOMENS REST ROOM UPPER LEVEL. I REVISE EXISTING TOILET ROOM TO 2 WG a 2 LAVS TO COMPLIANT A D A FOR A COUNT OF (2 + 2) 2 ADD ASTAFF WOMEN) O(1+1)MENTOILET TO COMPLIANT A3 DO NOT COUNT CRY ROOM TOILET OR EXISTING PASTORS OFFICE TOILET LOWER LEVEL 1 ADD NEW TOILET ROOM TO COMPLIANT ADJACENT TO ELEV LOBBY FOR A COUNT OF (2 I) 2 ROOMSNAS IS-GOUNT (ON 2 SOUTH TOILET 3 DO NOT COUNT TODDLER TOILET DRAWING INDEX TI TITLE SHEET GI GRADING PLAN G2 UTILITY PLAN C3 DETAILS Alt MONUMENT SIGN DETAILS A2 LOWER LEVEL DEMOLITION PLAN A2 1 UPPER LEVEL DEMOLITION PLAN A3 OVERALL LOVER LEVEL FLOOR PLAN A31 OVERALL UPPER LEVEL FLOOR PLAN A32 OVERALL CLERESTORY FLOOR PLAN AS EXTERIOR ELEVATIONS AS EXTERIOR ELEVATIONS El SITE PLAN LI TREE INVENTORY L2 LANDSCAPE PLAN L3 LANDSCAPE DETAILS ARCHNET THE ARC'ffflECRJRAL NEINVORL 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 ST PAUL LUTHERAN CHURCH St2A SOUTH 5th STREET STILLWATER MN Project No 00-231 Drawn By R WARNER Checked By M HOEFLER Da te 8/23/02 (HP G SUBMITTAL) Revisions Item Date I he by art fy that ths plo ep c Coot o o report was p epared by m o nde my d t p rws a d that I am a d y 'Joe ed ARCHITECT der the laws of lh St t f MINNESOTA Sg at Nome MICHAEL 0 HOEFLER Date Reg No 24210 Sheet Title TITLE SHEET Sheet Number T1 02002 The Arch tecturol Network Inc E, sw NV 539 2 WARN1 NG — 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 OAYAGED DURING CONSTRUCTION AT NO COST TO OWNER 860 WEST WILLARD STREET_'�� 559 5 rt, C e 659 n 0 20 d 40 60 SCALE IN FEET EROSION CONTROL NOTES t ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE 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 AU. DISTURBED AREAS SHALL BE STABUZEO WITH SEED SOD OR ROCK BASE SEEOING SHALL BE IN ACCORDANCE WITH II /DOT SPEC 2575 SEED MIXTURE SHALL BE M /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 SHALL BE APPUEO AT A RATE OF 200/LEIS PER ACRE S00 SHALL MEET THE REOUIREMENTS OF Mn/DOT 3878 ALL AREAS TO 8E SODDED OR SEEDED SHALL 8E COVERED WITH MINIMUM OF FOUR INGIES OF TOPSOIL. 6 ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY WATERSHED DISTRICT AND MINNESOTA POLLUTION CONTROL (NPOES) PERMITS 7 THE CONTRACTOR SHALL MAINTAIN N,.L EROSION CONTROL MEASURES INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION 8 9 10 11 12 ANY EXCESS SEDIMENT IN PROPOSED BASINS SH .L BE REMOVED BV THE CONTRACTOR REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABUSHED THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS IF BLOWING DUST BECOMES A NUISANCE THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REOUIREMENTS 998 1 0% 0 12 STM SE R$ 0000000000000 9005 Meeallototeteotadi 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 LINE 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 1 1/2 Mn/OOT 2331 BITUMINOUS WEARING COURSE 2 1/2 U4n/00T 2331 BITUMINOUS BASE COURSE 8 CL 5 GRAVEL (100Z CRUSHED OUARRY STONE) BASED ON STABLE SUBGRADE INCREASE THICKNESS IF NOT STABLE UGHT DUTY BITUMINOUS 2 1/2 M /DOT 2331 BITUMINOUS WEARING COURSE 6 CL 5 GRAVEL (100Z CRUSHED QUARRY 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 ACHNET THE ARCHITECTURAL NETWORK INC A1109IECTIA PWamIG INTERIOR 11901 FE161RUCi01 1MNAGEMEK1 12445 5514 STREE1 SITE A LAKE RID 191.55042 ROE 651/430 0606 FAX 651/430-0180 SCHOELL & MADSON INC ENGINEERS SURVEYORS PUNNING SOIL TESTING EIMRONHENTAL SERVICES 10580 WAYZATA BOULEVARD SUITE 1 MINNETONKA. MN 55305 (952) 5413-7601 FAX (952) 546-9065 owe eenoe6modeon orn Project ST PAUL LUTHERAN CHURCH 609 SOUTH 5th STREET SPLLWATER MN Project No ININMENNISiNmsmiMMEMigni Drown By Checked By Dote Rev sons Item Dote I hereby ert fy ry F Ion or by m under 40Perm an and L en dPr 1 der the I IN MINNESOTA Sg t N me That Ih pl eporl p p d my t lh I 1 om d ly and E weer I th St l 1 D t Reg N R mewed By D Sheet Title GRADING PLAN Sheet Number C 1 07000 TM kchSedwd *Week 6K. S MI PROJECT NO 63106-006 SHEET 1 OF 3 SHEETS EX SAX INV 659 2 SAW CUT EXISn BITUMINOUS & LATCH Ex6T1NG BITUMINOUS CL CURB AND GRADE CONNECT TO EMT WATERWIIN WITH 6 ANO 6 VALVE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES CABLES CONDUITS PIPES MANHOLES VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING NE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER NOTE EXTEND STORM SEWER SERVICES TO 5 OF BUILDING AT INV -944 0 CORE DRILL ANO CONNECT TO EXISTING 27 VCP SAN SEWER 0 0 EMU OF PIPE INV .838 213 VERIFY INV PRIOR TO CONSTRUCTION EXISTING INV .836 41 AN' CH EXtISn. UMINOUS CL NESS ANO WLT.- ExISTING GRAD 1 Rim-847 00 NV .842 97 SAWCUT EXISTING BITUMINOUS AND CURB WATCH EXISTING THICKNESS BITUMINOUS CL 5 AND EXISTING GRADE CONSTRUCT MN 1 OVER EXIsnNG 12 RCP STORM SEWER RIM.949 2! WITCH GRADE IN FIELD INV .843 72* VERIFY IN FIELD PRIOR TO ONSTRUCTION R WEST WILLARD STREET P 71 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 1 REFER TO ARCHITECTS SITE 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 IMMEOwTELY 3 THE UTILITY CONTRACTOR SWILL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS 4 ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF STILLWATER SPECIFICATIONS A10 BUILDING PERMIT REQUIREMENTS 5 6 WATERMAIN SHALL RE CLASS 52 DIP CONFORMING TO THE REOUIREMENTS OF ANSI/AWWA CL51/A21 51 AND C104/A21 4 FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF AWSI/AWWA C110/A21 10 OR ANSI/AWWA C153/A2153 HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO DR APPROVED EQUAL COMPLYING WITH THE THE CITY OF STILL WATER GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509 ALL PLUGS TEES BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7 5 COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWVIA C111/A21 11 BEFORE BEING PLACED IN SERVICE THE COMPLETED WATERMNN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REOUIREMENTS OF THE MINNESOTA DEPARTMENT Of HEALTH 6 SANITARY SEWER SHALL BE 6 PVC SDR-35 UNLESS NOTED DIFFERENTLY MANHOLES SHALL RE 48 DMAETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH AST11 C478 CASTING SI4LLL BE NEENAH R-1642 WITH TYPE 8 COVER MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS ALL PIPE CONNECTIONS TO EXISTING UTILTY STRUCTURES SHALL BE 'NOR -PA -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 REQUIREMENTS THE CONTRACTOR SHALL VERIFY TYPE Of CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REOUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE 7 STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL CATCH BASINS SHALL BE 2 X 3 PRECAST REINFORCED CONCRETE CASTING SHALL BE NEENAH R-3067v WITH CURB BOX OR APPROVED EQUAL mANHOLES SHALL BE FOUR FT DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478 CASTING SHALL BE NEENAH R-1642-8 MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS 8 UTILITY TRENCHES SHALL BE COMPACTED TO 95E STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTRA 0698 78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1007E STANDARD PROCTOR IN THE UPPER THREE FEET 9 CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REOURES INSPECTION BY THE CITY OF STILL WATER 10 ALL CURB ANO GUTTER SHALL BE Mn/DOT TYPE 13612 CONSTRUCTED IN ACCORDANCE WITH M /DOT 2531 M SEEM 8 w IERV0. 1 6 DIP WATEllI1AIN SANC.TY �" 9 8 SAN SEW 7 LEGEND DENOTES EXISTING STORM SEWER OENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAN HYDRANT & GATE VALVE DENOTES PROPOSED WATERWON HYDRANT & GATE VALVE DENOTES EXISTING SANITARY SEWER DENOTES PROPOSED SANITARY SEWER ACHNET THE ARCHITECTURAL NETWORK INC ARO4TECTURE RUNIC DOER= OE51d CONSTRUCTER WKAGERDrt 12445 5616 STREET SUITE A LAKE WO IOL 55042 PHONE 651/430-0606 (AX 661/430-0160 SCHOELL & MADSON INC ENGINEERS SURVEYORS PLANNING SOIL TESTING ENYIRO6OIENTAL SERVICES 10580 MIAYLATA BOULEVARD SUITE 1 NIINETONICA 1111 55305 (952) 546 7601 FAX (952) 546 9065 ... schoedmod4On corn Project ST PAUL LUTHERAN CHURCH 609 SOUTH 5th STREET STILLWATER MN Project No isirmisimENENINIENO Drown By Checked By Dote Rev sons Item Dote IMMINERIMMENNEIMMOniii I hereby ally lh t lh pl sp 1 I an at sport w p epor d by m Or der my d ect 9apa . an and th t I Orrl d ly Len d P IssonlE g der th I . I the St t I MINNESOTA Sg I N m Dl Rg No R dEy 0te Sheet T tie UTILITY PLAN Sheet Number C S MI PROJECT NO 63106-006 SHEET 2 OF 3 SHEETS Comm The Arct0edmal Nelve& Inc_ ACHNET THE ARCHITECTURAL NETWORK INC C b B C b L C rn nuscb 3 96 REV 404111 /^G tt N PLAN R 32YIEW 550bb C b I I l Fmm G t C b B - ♦\ 22 3/4 Sq Grol \ \ C b Ill F m Gr t 2 B tow Ad) ent G It nd St 1 9 75 t M I Cove SI b 58 0 0 VFI9 2 2 Op g 8 RCP CM II PI E d II mngV Eq Abo 0 tg ng PROFILE SECTION A A CATCH BASIN Pec l M h1 8se 6 0D FI 1 De g Eq I SEW 5 CAST NG SHALL BE A5 NOTED ON PLANS OR AS USTED IN CAST NG SCHEDULE PRECAST TYPE 11 CRETE% COVER OR APPROVED EOUAL I 1 ' •~ 2 8 45 PENTACHL� \OROPHENOL TREATED BOARDS E tl • 0 — �_ /2 . a 0 /5 12 Ew 4 PRECAST REINFORCED CONCRETE MANHOLE ASTM C 478 BOLT INLET INVERT ELEV OUTLET NVERT ELEV UTLET 4 1_ SUMP INVERT ELEV CASTING LOCATION 2 3 L S SECURED TO CONCRETE SPACE L 5 STAINLESS STEEL BOLTS SUMP TYPE CATCH BASIN 2 8 5 TREATED BOARDS SEM NM6 u M. TO n FIELOR IM94D MADE AbuSOM RMS m EwKo lr BASE NN.raE MIME *NO aoan MENU, n1 APO. KARIw SATAa wm MD CorEA1Ca Rp[ NOES OR COWMEN nu E0 OF NOR AR E1E0r N.s NM CAST. MO CM 0019E OF R1.56 NOTES. ArerELES s' 0® 01 0E 1M 11e PEW E OM .ISO TEL 940R 1K OMR E 1q1 SHALL E ( -1r NOON RRP1E MPS QV( FEE M OCP1N NAreNLLS RYER OA9a6 SEMEN T101 AM a RAr n= E F06. Ar 0A.e1p me, PPE m MALLEN 9Alxq l1.01 MAM Y LARGER PE CAS RE -INFORM, mNCRER RANKLE u1R n CONCRETE NOTE SLAB 1 ASE on DEPTH OR GM er OF MmNE53 GM d MDIFOR E MANAAp aRR SUM rM / NW STORM SEWER MANHOLE 08-02 RLV SEW m A gent 1 1 bnc may b Rd d l5 t pm mu; t I In d N g Ih t NOTE WHERE CALLED FOR ON THE PLANS A DROP SECTION 3 R 1/2 R SHALL CONSIST OF A REDUCTION IN THE HEIGHT OF THE BACK OF CURB TO 0 10 FOOT AND A TRANSITION DISTANCE OF THREE (3) FEET SLOPE 3/4 PER FT w 3R 8612 8618 8624 W CONCRETE W CONCRETE W CONCRETE CU YDS PER L/F L/F PER CU YD CU YDS.L/F PER L/F PER CU YD CU YDS.L/F PER L/F PER CU YD 12 0 0474 21 1 18 0 0582 17 2 24" 0 0690 14 5 CONCRETE CURB AND GUTTER DETAILS 2 REV 135 51 POLE FILTER FABRC MRAFI ENMROFE CE OR EOUAL SUPPORT NET POLE DRIVE POLE 2 TO GRlx1N0 RECOMMENDED TOE -DI TRENCH POSTS SHALL BE SPACED NO GREATER THAN 4 APART SUPPORT NET F LTER FABR C BACKFILL NATIVE SOIL FABRIC SILTATION FENCE 2 REV 33 aro. , 00000Oq PO .a "(.. .o ..P."/2 9 ) 55 2 12PCP Comma M NN 966 — Pr.M. 5 2 eiserplan. pn 5R 2 Fi0TE0DLE w SACK SCE OF AL SANG BRCRFIL 1MIERHL I I_ .4. 2 nada two 9•oa w1 Mr91ma 9/ /2 m Die L- m r aPm n g11 NOTE /2 nap Dm a 00 .a KEYSTONE RETAINING WALL DETAIL GRO 5 ARCHTECNRE PLAWIPG 1ta0Po0R ENSIGN c06TRIICTION ILAILIGEIENT 12445 551h STREET SURE A LONE ELMO IOL 55042 ROE 651/430-0606 PAX 651/070-0180 SCHOELL & MADSON INC ENGINEERS SURVEYORS PLANNING SOIL TESTING ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD SUITE 1 MWNETONN/L SUN 55305 (952) 546 7601 FAx (952) 546-9065 ewe s0h0e400dson 0m Project ST PAUL LUTHERAN CHURCH 609 SOUTH 5th STREET STILLWATER MN Project No Drown By Checked By Dote Revs onS Item Dote I he by If), Mal lh s PI 1p 1 l on a epart p epered by w d my di t 9upervl and th l I m d ly L en dP I won Eg er der lh I w 1 th St t f MINNESO TA Sg N m D l R g N R H w d By 0 t Sheet T tie DETAILS Sheet Number C 3 S M 1 PROJECT NO 63106-006 SHEET 3 OF 3 SHEETS 02000 The kehRedladi Network Inc. ARCHNET PRECAST STONE GAP 10 % 8 /4P, ST PAUL LUTHERAN CHURCH 18 13 / 2-4 IMPATIENTS (PERENNIALS) / 4 3 1-0 • i i 7- OSIGN SECTION 11/2 1-0 OSIGN ELEVATION 3/4 1-0 / 1,/ 4 f B / 4 8 -ALLMINIM PANEL INSERT -FACE BRICK VENCR 12 SOUARE PLASTER CEMENT k.---STONE BASE 3/4 RECESS L • • OSIGN DETAIL 11/2 1-0 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 609 SOUTH STH STREET STILLWATER MN Project No 00-251 Drawn By J ZELLER Checked By M HOEFLER Date 8 19 02 Revisions Item Date I hereby cert fy th t th pia spec Fcot o o r p rt w p p red by m d my d ect e perhso o d th t l am d ly L d Arch t ct de the laws f the 5t to of MINNESOTA Sg t N m MICHAEL G HOEFLER Dote Reg No 24210 Sheet Title MONUMENT SIGN DETAILS Sheet Number A1.2 02002 The Arch tectural Network Inc Oa e r 0 E m A r m m r N A W J 0 0 m m ' 8d mm D0 m 3 µ} P. _ i_ AAbp$ 0 > Sm m� r m° prn1 ON Np 6 Fi A 0 Nfg Oz [[11 HI p -�11yTT�� O D Q Dm - 1 ,,d m gi Omz D. �b._=4p p(p c'Z °°< 2 $ N ~ zDN sNs A ?2 2 rm Y N b r A m �Ra N Z ?z? A o m °�' zz °O m D V N pp A yyy 6E0 5V o 2 Am °O O i �A m? 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RLINE OF TRUSS) THE ARCHflECIURAL NEIWORK, 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 009 SOUTH $th STREET STILLWATER MN Project No 00-251 Drawn By R WARNER Checked By M HOEFLER Date 8/23/02 (H P G SUBMITTAL) Revisions Item Date I h reby cert fy that lh a pia spe Fc t report was prepared bymeo de myd t Pon" d that I am d Licensed Arch t t de the lows f th St t of MINNESOTA S gnat e N m MICHAEL C HOEFLER Dote Reg No 24210 Sheet T tle OVERALL CLERESTORY FLOOR PLAN Sheet Number A3.2 O OVERALL CLERESTORY FLOOR PLAN I/8 I-0 02002 The Arch tectural Network Inc ARCHNET TOP OF WINDOW OP& / _titiBOTTOM OF BEAM EL 115 2 STOP OF EXIST FLOOR EL 100-0 STOP OF EXIST FLOOR EL 101-1 0:0 EXIST FLOOR EL 101-1' O WEST EXTERIOR ELEVATION 1/b 1-0 ty Ea uMw. a OD r TOP OF WINDOW OP6 / BOTTOM OF BEAM EL 113 2 EXIST FLOOR EL 100 -0 EXIST FLOOR O SOUTH EXTERIOR ELEVATION 1/b I -0 EL 90 10 THE ARCHHECTURAL NEIWORS, INC ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 551h STREET SUITE A LANE ELMO MN 55042 PHONE 651/430-0606 FAX 651/430-0160 Project ST PAUL LUTWERAN CIaURCN 009 SOUTH 5th STREET STILLWATER MN Project No 00-231 Drawn By R YVARNER Checked By M HOEFLER Date 8/25/02 (H P G SUBMITTAL) Revisions Item Date I he eby cert fy that th a pla p f t o report was prepared by me or d my d ect e perms on a d th t I m d ly bce el Arch tect d th laws of the Stole of MINNESOTA Sg at e N m MICHAEL C HOEFLER Date Reg No 24210 Sheet Title EXTERIOR ELEVATIONS Sheet Number A5 ©2002 The Arch tectural Net ork Inc ARCHNET TOP OF WNDOW 0196 / ciiBOTr0M OF BEAM EL 1132 ,TOP OF EXIST FLOOR EL 100-0" T 0P OF EXIST FLOOR 90 10 SEXIST FLOOR EL 101-9 f IITi 11 1 t^!f 1 1^ L m m TOP OF WINDOW OP6 / BOTTOM OF BEAM EL 113 2 EXIST FLOOR EL 100-0 EXIST FLOOR EL 90 10' Q EAST EXTERIOR ELEVATION I/S 1-0 4 amine o.c 7 ®.r 0 O NORTH EXTERIOR ELEVATION I/& 1-0 THE ARCHTIECITJRAL NEIWORR, INC ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT 12445 551h STREET SUITE A LAKE ELMO MN 55042 PHONE 651/430 0606 FAX 651/430 D180 Project ST PAUL LUTHERAN CHURCH 1309 SOUTH Sth STREET STILLWATER MN 11111.1 Project No 00-251 Drawn By R WARNER Checked By M HOEFLER Date S/23/02 (H P G SUBMITTAL) Revisions Item Date I h eby rtfy th t the pia spec foot o o report w p ep red by me d mydect s perms o o d th t I m d ly Lice ed Arch tact d the I w f the State of MINNESOTA Sg otue Nome MICHAEL G HOEFLER Date Reg No 24210 Sheet T tle EXTERIOR ELEVATIONS Sheet Number A5.1 ©2002 The Architectural Network Inc ARCHNET ELECTRICAL SYMBOL SCHEDULE EINEM 1313101PRON SABOL CESCRP 10N 8Y\60L DESCRFIRON LIt71TNa POWER RIME I C 11 'nM.mows a. 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AC THIS DIM SHALL BE 30 IN BLACKTOP AREAS AND 12 IN GRASS AREAS WHEN SET BACK 4 -0 FROM CURB 48 1/2 X 8 0 GROUND R00 HAND HOLE POLE PER FIXTURE 501EDULE PVC CONDUIT WITH BUSHED ENDS OPOLE BASE DETAIL NO SCALE INSTALL ON 5HR NK GROUT 11/2 45 DEC CHAMFER A CHOR BOLTS 3/ 8 INC n ISHED CRAM 6 f8 VERTICAL RODS PVC CONDU T 15 0 2 nc HORIZONTAL TES 4000 P51 CONCRETE AT 26 DAYS WEST WILLARD STREET O SITE PLAN 1 = 30 —0 THE ARCHITECIIMAL NEIWORI, ARCHRECNRE PLANNING INTERIOR DESIGN CONSTRUCTION YNUCENENI 12445 55th STREET SATE A LAID EL110 MN 55042 PHONE 651/430 0606 FAX 651/430-0180 ENGINEERING INC 763 585 6742 763 585 6757 fax Erna I teen@ecenet corn 5650 North L Inc Dove Brooklyn Cen a MN 55430 Project ST PAUL LUTHERAN CHURCH SOS SOUTH 5TH STREET STILLWATER MN Project No TAN2OI Drown By BHY'1 Checked By SKY Dote 8/23/02 Rev sions Item Date MICAS SET 5/2/02 HPG SUBMITTAL 8/23/02 I her by erl fy th 1 thl pl sp f t on or eport w p ep d by 00 der my t supers on d thol I m d ly L en d Eng eer d th 1 w f th St t MINNESOTA Sg t N m D t R g N Sheet Title SITE PLAN Sheet Number El 9) U 0 M HOEFLER 0 0 Sg t Nome MICHAEL G HOEFLER Dote Reg No 24210 0) 0 Sheet Number ©2002 The Architectural Network • •-\ MOu100Y 991.1) WWI ON 603 30 009) 0-4 / 46 R1LLSI03 H0190 9-09 r OI ER cipl E Yg 0-4 L01 0-4 b6 0 0 0 0-4 EK '-9 0 0-4 o-u o-s 0-00 0-9 / 0-9 Orb /� I 4•I ‹!> 01 A Y a — Cr- ti 1 0 COI C WN Y 4 Y Y OVERALL LOWER LEVEL FLOOR PLAN 9 e NNO \\ \\\\ \_\\\\ 0 e--- 30 V ' SrV l \II i 1 I I \ — \ 0 0 NORTH WEST WIT LARD STREET EXISTING SITE CONDITIONS I e a0i-0 GENERA! NOTE 106 PC 0' /` 0 o4 +' 2 P" CC 06b,T.0JJ'JE W"064 I 0_r - I 'l0 E 9 4E EONS x 4 44- 40 0 INFCE4 ON 6_ E FE M 44„ NE E / J K. ICI 6 yL00 04 0 E. I 0 1< CA— WC AC, IN ,RIIC4 0 I E " E REP. CER IF' A c 4N V F C N N PEC ON n4 0 i J Y M` 04 A `F `.." E F`4 /I ION 4N I 4 4EE +.,50 04 IC Y^EC 'F NI N -C 40+ 0 R. 0 '1.4_ "R A N IGN4 F 42 41 4 .. IC "i 4 5 4" 5 I N RC/NC Y. -4,. C BE ARC JC7Ll r FIT THE ARCFRIECTUR.L NETWORK, INC (41TE IIFL L I1111NC Ili PITF I 1 0)1 T II Tlnl 1,14114L I/O II 14 I 14EPl 01111E L kE ELM() M 1 U47 VIIE 1/ 0 U 06 0 0100 HNMPO TE 1.01.1 M1l NOHESFONO WOMBS iRN1EL.. MO DSO BLVO 30 TE520 PH e5 738e B num. FM e5 ]B FX e5 739 Deb Oui®qu®rtaEae con P lir PALL CHURCH OTLLWAlliat MN • I fIn 30-231 ✓ a T E vl I/1 r,T ./0 /0_ P s n 0 I hereby certify that thla plan. cbylcatI��tt we my prepared mo eape vhlon and that I am a duly Lloeneed landeapa Arehlteet larder the love of the State of M INNE'SOTA Manchus MA: Name: AIN A. NREM* Itat a.23.02 Rep No,.181M h T 1 MEE MAY PLAN 0= I I T t Li 00 TI i r fJpr RrG\II/ 1 ' I ''I \-_-_-_-,- '/I \ \\ i-_---,-j „ (4Slick "\ /// // // // / < T -\ \\\-5� 1 i • / / / / / // / ��� / \\ e_ , _ _____,, v \ ,_,1 / ` a i AEIto, or- t1 �� 15v��,; v\ v1At r� 1A //v I �I�Iv Ill vt "�rv� \ I/, /100 \ I / 1A.° s s. WEST WIT LARD STREET A_ NORTH \ LANDOGAPB PLAN 1 / T sa-o �ENEe-\L NOT 1 01 'FA F 0 ti/ AL c F A'F 04 A_ Y`V J 1._ AY 551 R G / 00/ \ 0E ,.0\ "F10 FOR 4 IH" ^N -11 I 0/ i_ 6 I-F--000 OR 0 R_ 1 0 116E CON F G OR - F .= /FR O N _ / 00. 1 IN N7 7 06R IC F T R_ F OR R "F 5R 71N Tr LO\-R T R I N IA E 1., IF FO N II R O AN" 15CR AI- I F /ARIA ON ANS A 'F R A` RO/I A "NI M^ F I A_ AR`A ✓1 F 5 V ^F E_7� 0 LI I ROM (CG A "F 1O T OIL 0 AN A_ 0 1 ON 1"EN ION A - 0 R--F-R ^ RAD 15 75. INA FR N ,. \'F 17 Imo' AN F C. RAI /I 1_-\,N7.7):;,;,-a7'= NAT=FI-\L �G-EOUL- 5 MFOL 1 ✓F RI"O \ \✓ G7 F\T ✓= VIJUL-,-"/,'J;�7,- A A I10 LFRA\ RI A_ 11\.0 GO\ 11\ CANc5/"PI R5 F AF_TcF II I CON A/5 AN \ /A-!‘_R -FIE A IFA_A .A_7A AN �"1 h -,F..F I LC m h R 9. \\ 5 J \^A A_A JCAPA F. e „0\ A _.FFR A l "+'_A A A GC. 1 AN .J h0^ TO ^1 FRA 1 Al I 0 GO' 4 1 F ..CFA E RR " OFIGAF 0 OF ICJ_ AOJ I GOO 7h FF / R A\ ILA "RINGA E RI FALI IN I GO C 1 RF5 I A -RING /J RI pE L01 A I b w RAN, A AR_/0F_X.-1 A 1A_ ,.0\ 11RI-, 07-\7.0' \ 07^ 1.-RC 0" I „C. E R--1 ,,,,,,T. J FA F A, IFS RFF1 M017 1 LO. CONK Ee0uo _-.q.116- X NI"F J\ FF F 01 U J E F CON -., AO, 0 FR- 11 "En A P7,1 4\ ONI F ON- 0' A._O J 01F-F 4 IF'FR. 5\ �F- 0 F -O �EOoJ01IF: TREES .iF F �\ 71 IA 0/IA A 05 I`"F./J/ A< 5 Fii c ` FAD R �",-T'I RC!, L _/ N I\ N I IA A/ - Ns Cti 45 "�'F'FI A ROAN N NOR h 7 MA _E A F R. RUM \ R (CO G 5 5 '�' ^`I AL GROAN CONIFEFOU. TREES A,.l 1 FF IG A AYA 1 TA P -6 e FU FORM 0 GFA✓ 9 OF 0 F0i,CF 1GF1.. 1 'F_ A Ki oil 0-.NAMENT-L T.EE c r� OGh00 RV R\ I E ,6 ,_ $ \ F FM I/O"" AL 0RIVG E-I0J I/OF 1 GA_ 5 1ME I F�M F- FR, RI IF CR P "A RAIRIE FIR I5 GA_ 5 5 5F5 IMEN FORM �E0ENNIALS / /AFF0 A'F 5 A -x A-0' R 10 -.CN CRO A -r0 L R 10 GO, LAN7-.=-C,A0E NOTE: 1 RFF R RA -AN. RAIN. FO I N ON F A\ "R A \ AND 1\ A -LA ION 0 EFC ION .01"R0 `AA R A. N FP I 101 AL LAN'0`AF EOA}F_ AF_ 0 A I F 5 IANZ F 1 Or, 00 ER AF` 0 5 AC`T n I/O 0 0 0 F IA5 _Ch GF 7 R_FER 0 _ L 1 IN 17 11., FTA1 A1.7 FF I A ION MJ 11 \ \ 1 0 A I 011 N \ I OCC F ,n N \ 00 -R FRE R" 6 A R_ A_ I 4.`J` F •A 01 'F.\. 0\ A_ I / Fro \I 11 CtiL1 ON_ E OF 7 0 A CHNF,T THE ARCHITECTURAL NETWORK, INC fg1T LTOPt CANNING III EFI P EE 11/ N TP I0411/ MINACE/l I 4 I TFEET UI L,/E ELM ITN J4) Pr1011E FI/ 11 N 0 0 ProTerra Design Associates. Inc. PLMNNU TE OEM. M. NDIEBIHl uMLOOVE APPREONE 7300N D50 BLVD TET10 OANDALE MN 55123 P 55 36 9 3 F%65 7360MA9 nuVWmeneEwq Ron 13T PALL l 11711RAN CHURCH 14 balil GOWN V 1113I1 61I1.1.6IAIL'R, MN P Ilo 00 2=31 Cra 1 Fv 11 I Ev D3 0T II r Dot I hereby ochry that this plan. apadlcatkn or report vas prepmed ty me or under my dlleat aapwlelr5 and that I am a duly Licensed Landscape MehRse! under the Ion ar the State or MINNESOTA SpewsOP`a Nona ALLA11 A. Iptk7MAN Oaten:7].01 Rep. No.. tl1ds Sur Ttl LW:IMAM PLANT Sh= II L2 000 Th h1 t I11 t I, I REMOVE ALL DUD GROWTH AND RETAIN FOCI REMOVAL OF UP TO 1/3 OF BRANCHING STRUCTURE 6 ACCEPTABLE PRUNE ONLY CROSSOVER 1➢JBS WOOMNAM LEADERS. AND BW)NEN OR OEM BRANCHES 5011E NER10R TWIGS AND LATERAL /RANCHES MY BE PRUNED HODDE7. CO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO ME EDGE OF THE CROWN MARK THE NORM SIDE OF TIE TREE W THE NURSERY AND ROT TE TIE TREE TO FACE NORM 1 NNE SITE WHENEVER P055 BLE EACH TREE UST BE PUNTED SUCH THAT THE TRUNK FLARE 6 V15 BLE T THE TOP OF THE R00T BALL TREES WHERE THE TRUNK RARE 6 NOT WSIBLL SHALL BE REJECTED 00 NOT COVER THE TOP OF THE ROOT BALL WMH SOL DOUBLE STRAND GALVANIZED WIRE WMH TURN BUCKLE (SEE STRONG DC IL) 6-0 HIGH SIIEFL SAKE OR OTHER APPROVED SINCE MATERIAL 6 DEPTH WOOD DIP MULCH 5 DB MN (REFER TO SPECIFICATION) DO NOT COVER R00T BALL NTH SOL OL BAD( MP 1/3 OF BURLAP ON ROOT BALL PLAT ITIIvII DIET' IL —DECIDUOUS INCE 1 L2 WIRE OR CABLE SIZES SHALL BE AS FOLLONS TREES UP TO 65 MM (25') CALIPER 14 GA TREES 65 MM (25) TO 75 NM (3') CALIPER 2 CAL TIGHTEN RARE 0R CARE ONLY ENOUGH TO KEEP FRO SUPP NG ALLEY FOR 50WE TRUNK MOVEIE111 PLASTIC HOSE SHALL BE MAC ENOUGH TO ACCO FAOPATE 35 IPA (1 5 CF GROWN AND BIFTER ALL BRANCHES FROM HE WIRE TUDK ANY LOOSE ENDS OF HE ORE 0R CABLE IMO HE RE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED 3MN (05') Ali PLASTIC ROSE GAVAMZE0 WIRE OR CAFE TWIST w6E ID TIGHTEN 6 -0 STEEL SMXE 0R OTHER APPROVED STAKE MATERIAL A.L STAKES SHALL BE DRIVEN OUTSIDE HE EDGE OF ME ROOT BALL ASSURE THAT THE BEATING SURFACE OF HE PROTECTIVE METLNG OF THE WIRE Ce CARE AGNNST THE THEE TRUNK 5 NI OF 2 (05') REMOVE ALL STAKING AS SOON AS THE TREE 14'S GROWN SADDER NOOK TO OVERCOME THE PROBLEM THAT REQUIRED ME TREE TO BE SALE° STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE 1I6T GROWING SEASON ARE PEANTNG. TREES NORMALLY DO NOT NEED 10 BE STAKED AND STATING CAN BE HARMFUL TO THE TREE STAKING SHOULD BE 00E 0NL WTI THE APPROVAL OF THE LANDSCAPED ARCHITECT E 16 ERECTED D HAT THE THEE WILL NOT BE ABLE 1 SUPPORT ITSELF r iFEE INC DETAIL 16 POLY PROPTTENE 0R POLYETHYLENE STRAP (AO MIL)(IYP) WRAP TREE TO FIRST BRANCH (BEONMI4 T DITTO ) MCC G (ONE PER WIRE) RODENT PROTECTION TOP OF ROOT BALL TO BE I ABOVE RRDUNONG CRATE CUT ROPE FOR BURLAP LOCATED T TOP OF ROOT ER. PUNTING SXL (REFS TO SPECIFICATION) D0 NOT COVER ROOT BALL WITH SOL 5C0 TOP50L 2112 X24 WOOD STALE SET T ANGLE TRIP SCR MOU D ROOT BALL BASE RELY WHi FOOT PRESSURE 50 THAT ROOT BALL D06 NOT SFE T BIRO OF ROUT BALL 10 50 ON DREG ARD OR TAMPED SUBGRADE NO SCALE ORE OR CABLE SIZE SHALL BE AS F0LLOY5 TREES UP TO 65 (25') CALIPER 1 CA TREES 65 (251 TO 75 MN (3') OWPER 12 GA TOKEN WIRE 0R CABLE ONLY ENOUGH ID KEEP FRO SLPPI G ALLOW FOR 50NE TRUN NOVEWEM PLASTIC 05E SHRL BE LONG ENOUGH TO ACCOMMODATE 35 MM ( 5 OF GROWTH AND BIER ALL BRANCHES ERN HE ORE LUCK ANY LOOSE ENDS OF THE OBE 0R CABLE INTO HE WOE RAP m TINT N0 SHARP WIRE ENDS RE EXPOSED INSTALL THREE DIN NOES PER TREE SPACED EVENL AROU 0 TEE TRUNK_ 13 LIM (05) DN. PLASTIC HOSE GAL ,MAZE° WIRE 0R CAB E TWIST RARE 1 TIGHTEN TURNBUCKLES FOR TREES ME 150 W (6( CALIPER 750 MN (30") LONG WOOD STAKE ALL S E5 SHALL BE ORMN OUTSIDE THE EDGE OF HE ROOT BALL FLAGG G OR OTHER VISUAL MARKER ON EM WIRE METAL ERNE ANCHORS INSTALLED U CURERS ORE000 5 ASSURE HAT 1HE BFMWG SURFACE OF THE PROTECTIVE OND8NG OF THE ORE OR CABLE AGRNSI THE TREE 1BUM( 15 W NUM OF 2 (051 REMOVE ALL STAKING AS SOON AS THE TREE INS GROWN SUFFICIENT ROOTS TO OVERCOME ABLE PROBLEI THAT RE08RE0 THE TREE U BE STAKED SINES SHALL BE MEWED NO LARK THAN THE END OF THE FIST GROWING SEW LATER PLANTING. TREES NORMALLY OD NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TEE STAKING SHOULD BE OWE ONLY WITH TEE APPROVAL OF THE LANDSCAPED ARCHIRCT E R 6 EXPECTED THAT THE 1REE WILL NOT BE ALE l0 SUPPORT 15E1F �TRSE STANII\IC ULT!II_ `,L2,' 7 CALIPEP UP LESS ND SCALE RFCIOUDUS h EVERGREEN PI ANTINC BED PREPARATION, LL ASS PUNT G BEDS SHALL BE TILED TO INN UM DEPTH OF TEN INCHES ANNUAL PLANTING BFD PREPARATION PROVIDE I FOOT OF STERILE PLANTING MIX AND FERTUZE WITH 10 I D 10 GRANULAR FERTILIZER PER THE MANUFACTURER S INSTRUCTIONS FFRTUZATION ALL PLANT MATERI LS SHALL BE FERTILIZED PON INST LLATD WITH THE FOLLOWING TYPES AND OUANIHES OF FERTILIZER AXED IN WITH THE PLANTING SOIL PER THE MIUFACTURER S INSTRUCT° 5 SPRING PI ANTINC APPLY 10 10 10 GRANULAR FERTILIZER T THE RATE OF TWELVE OUNCES PER TWO TO THREE INCH DUPER TREE AND SIZE OUNCES PER SHRUB SUMMER AND FAIT PI ANTINC frIFFORE WINTER FREEZE UP) APPLY 0 20 20 GRANULAR FERTILIZER A THE RAZE OF TWEE E OU CES PER TWO TO THREE I CH CALIPER TREE AND SIX OUNCES PER SHRUB BACMILL SOL USE SOL EXCA TED FROM PLANTING HOLES AND THOROUGHLY I IN AMENDMENTS SOIL AMENDMENTS SHALL INCLUDE 1/3 PEAT MOSS TO 2/3 EXCAVATED SOIL FOR ALL PLANT G SOIL IN AODOIO DRIED BO E MEAL FOR ALL PERENNBL LOCATIONS RE OVE ALL DEB S I LUD G ROCKS LARGER THAN THREE CH DAAETER FMRNG EDGING SHALL BE A MINIMUM OF A FOUR INCH TALL PVC COMMERCIAL GRADE EDC NG INSTALLED WITH THREE ET L C OR STAKES PER TWENTY FOOT SECTION ALL MASS PLANTING BEDS SHALL NAVE EDO C PEACE° BETNEE MULCH AREA 0 ANY ADJACENT TURF AREAS UNLESS SPECIFICALLY NOTED ON THE LANDSCAPED PUNS WEED RA 5R_A 5. AFTER THE SURFACE OF THE GROUND HAS BEEN RAKED SMOOTH A FIBER AT WEED BARRIER SHALL BE PLACED ALL PIA TING BEDS EXCEPT W ERE ERE ALS HAVE BEEN MASS PLANTED THE WEED BARRIER SHALL BE LANDSCAPE FABRIC WITH A WEIGHT OF 5 TO 5 5 OUNCES PER SQUARE Y RD FABRIC SHA L BE U TRAM ET LGHT STABILIZED AND HAVE A MINIMUM FIVE YEAR WEATHERABILITY F CTOR IN FULL SUNLIGHT A SAMPLE WITH ANUF CTURER 5 SPECIFICATO S UST BE SUB IT1E0 TO THE LANDSCAPE RCHITECT FOR RENEW AND APPROVAL PRIOR TO INSTALLATION (MULCH, AS SPECIFIED ON THE LANDSCAPE PLANS ALL PLANTING BEDS TO RECEIVE A THREE NCH INN U DEPT OF ULCH AFTER WEED BARRIER HAS BEEN SET IN PLACE ALL INDIVIDUALLY PUNTED DECIDUOUS AND CONIFEROUS TREES RECEIVE A SIX INCH MINIMU DEPTH OF SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK MINIMUM 5 DIAMETER TREE STA NG IT IS THE LANDSCAPE CONTRACTOR S RE5P0NSIBIUTY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PUN GUARANTEE PER OD ESPECIALLY WHERE VANDALISM SOL OR WIND CONDITIONS ARE A PROBLE F T E LA 05CAPE CONTRACTOR PERCEIVES THAT PROBLEMS COULD OCCUR IT SHALL BE THE LANDSCAPE CONTRACTOR S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS 75 Mivl (J ) L,ALIPEr' UP MOPE N0 SCALE TREE STAKING IT 15 THE LANDSCAPE CONTRACTORS RESPONS BILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT NO PLEA B CONDITON T ALL TIMES UNTIL THE END OF THE PLAN GUARANTEE PERIOD ESPECIALLY WHERE AND US SOIL OR WIND CONDITIONS ARE A PROBLEM IF THE LANDSCAPE CONTRACTOR PERCEIVES THAT PROBLEMS COULD OCCUR R SHALL BE THE LANDSCAPE CONTRACTOR 5 RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAIL TREE WRAPPING WRAPPI G MATERIAL 5H LL BE DUALITY BREATHABLE FABRIC TREE WRAP ANUFACTURED FOR THIS PURPOSE ALL DECIDUOUS TREES PLANTED IN THE FALL SHALL BE WRAPPED AFTER NONE BER 1ST AND PRIOR TO DECEMBER 1ST OF EACH EAR REMOVE ALL WRAPPING AFTER MAY 1ST AND PRIOR TO JUNE 1ST OF EACH YEAR RODENT PROTECTION, PROVIDE ON LL TREES EXCEPT CONIFERS UNLESS OTHERWISE SPECIFIED ON PLANS MARK TIE NORTH SIDE OF THE TREE IN THE NURSERY AND ROT TE THE TREE TO FACE NORM T E STYE WEEVER POSSIBLE 6-0 HIGH STEEL STAKE OR OTHER APPRWED STAKE MATERIAL 05 A/":4-I; ln MU" DOUBLE STRAND 14 CA GR. NHIZED ORE WITH 1IRN BUCKLE 1610 I/ P0L PROPYLENE OR Pn1EMYLENE STRAP 8.050<G (ONE PER TYRE) 6 DEPTH ROOD C P INCH 5 CU. RN (REFER TO SPEORCATION) DO NOT COVER THE TOP OF THE 00T BALL WITH SOIL PUNTING SOIL (REFER 10 SPECIFICATION) DO NOT COVER THE TOP OF THE ROOT BALL MATH SOIL TAW SOIL ARO ND ROOT BALL RASE FIRMLY MAIM FOOL PRESSURE 50 THAT ROOT BALL D06 NOT SHIFT SOD TOPSOIL 7,2 K24 8000 STAKE SET AT ANGLE UNDISTURBED OR COMPACTED RULl BACK TOP 1/3 OF BURLAP W T BALL REMOVE ALL TWINE ROPE. WIRE AND BURLAP TOP OF R001 BALL TO BE ABOVE SURROUNDING GRADE. CUT ROPE FOR BURLAP LOCATED AT 10P OF ROOT BALL OTTER OF ROOT BALL TO SR ON UNE%GVATEO OR HYPE° SUBGRADE 1=LEI ITII iT DET-IL—( 011111EP1 i11, T=�E 1 / NO SCALE TW0 ALE) IAS11C 51 OPTION 1 OPTION 2 OR TREE SHELTER TOTEM_ APPLIED FRO TRUNK HARE TO FIRST RANCH BIODEGRADABLE PU511C TAPE 9REATHABLE FABRC TREE RAP AP RD FROM TR1 WE TO THE FIRS BRANCH WRAP PAPER FRO THE B0TT0 UP WITH SUFFICIENT OVERLAP TO COVER LL BARK 800EORADABIE PUb1IO TAPE APPL THE PLASTIC SHEETING LOOSELY AROUND THE ARUM(10 LEAVE 2 (05') CAP BLOWLN THE TRU K AND THE SHEETING TREE NRAP SHOULD BE INSTALLED AT TDAE OF PLANTING AA BE REMOVED WHEN DRECIED Err THE LANDSCAPE ARCHITECT BUT 0 LATER THAN 2 0NH5 AFTER PLANING TREES WHOSE NORTH ORENT TON IS NOT CHANCED FRO THE NURSERY 00 NOT NEED TO BE WRAPPED EXCEPT TREE W11I1 VERY TIN BARE SUCH AS RED MAPLE, SHOULD BE WRAPPED F APPROVED BY THE LANDSCAPE ARCHITECT s ,I=E WPAPP11v1( DETAIL \12 SITE CONDR10NC NO SCALE 1 IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS SOIL CONDITIONS DR ANY OTHER SITE CONDTION WHICH MIGHT NEGATIVELY AFFECT PUNT M TERIAL ESTABLISHMENT SUR✓1 AL OR GUARANTEE THEY SH LL BRING THESE DERCE C ES TO THE ATIENTIO 0 THE LANDSCAPE ARC ITECT N WRIT G PRIOR TO ST META 2 ALTER ALL UTILITIES HAVE BEEN LOCATED AND PROPOSED PLANT TERIAL LOCATION STAKED ALL OF THE PROPOSED PLANT MATERIAL L0CAT0 UST BE REVIEWED N APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO N EXCA TON 3 ADJUSTMENTS LOCAT0 OF R0 05ED PLANT M TERMLS BE EEDED IN THE FIELD THE LANDSCAPE ARCHITECT UST BE NOTE ED SHOULD ANY ADJUSTMENT BE ADVISED NO PUNT NG TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE I EDI TE AREA WORKMANSHIP PRECEDENTS PLAN T KES PRECEDENCE OVER LANDSCAPE TER AL SCHEDULE I DISCREPANCIES QUANTITIES E ST SPECIFICATIONS TAKE PRECEDE CE OVER °TES 2 PLACEMENT Al PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THIS LANDSCAPE PLANS RESPECT ST TE0 DIMEN510 S 00 OT SCALE D WINGS 3 PROCEDURE ( OCESS) ALL PUNTS TO BE STALED AS PER DINT G DETAILS 5HR B SPACING OF 5 0 OR LESS SHALL BE MASS EXCAVATED AND/OR CULTIVATED BY TILLING PLANT IN ST GGERED ROWS 0 THE PER ETER FIRST THEN U IFOR L FLL IN WITH REMANING QUANTITY USING TRIANGULAR SPACING PROVIDE A FIVE FOOT RADIUS REA CLEAR OF SHRUBS AROUND EACH DECIDUOUS TREE AND AN EIGHT FOOT RADIUS CLEAR AREA AROUND EACH CONIFEROUS TREE PLANTING BEDS SHALL BE MASS MULCHED IDENTIRC TO -ONE SHRUB PER TYPE ND SIZE IN PLANTING BED AND EVERY TYPE OF TREE SHALL BE CLEAR IDENIIF ED (CO 0 OR UT NOMENCLATURE) WITH PLASTIC T G WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE TURF ESTABLISHMENT 1 SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREA NOTED TO RECEIVE SOD 2 THE RN SHED GRADE OF SOD OR SEED AREAS SHALL BE HELD TO ONE INCH BELOW SURFACE ELEVATION OF TRAIL SLAB CURB ETC WHERE 50D OR SEED AREAS ABUT P VED SURFACES 3 500 SHALL BE LAD PARALLEL TO THE CONTOURS NO SHALL HAVE STAGGERED JOINTS SOD SHALL BE STAKED TO THE GROUND 0 SLOPES STEEPER THAN 3 1 OR IN DRAINAGE SHALES DECIDUOUS SHRUBS SHALL HAVE N U OF ME CANE T SPEARED HEIGHT UNLESS OTHERWISE SPECIFIED ON LANDSCAPE MATERIAL SCHEDULE 3 DEPTH WOOD CHIP ULCH (REFER TO SPECIFICATION) EDGING (REFER TO SPEOFIG70N) REFER TO LANDSCAPE RAN MR GROUND COVER T0P50 UNDISTURBED OR COMPACTED SUBCRME LANDSCAPE FABRIC (REFER TO SPECIFICATION) PLANTING SOIL (REFER 1 SPECE1CATIO ) B0T10 OF SHRUB TO SR W SUBGRADE ,FL-IIIIIII DER^-IL--HF'UP L2 NO SCALE PLANT TYPE PUNT SIZE (UP TO AND INCLUD NG) MINIMU HOLE WIDTH (INCHES) APPROXIMATE HOLE DEPTH (INCHES) 3 B B 42 11 BB 5 B B 51 60 3 3 EVERGREEN TREES 6 B B 66 5 7 BB 8 B B 2 81 16 18 9 B B 10 B B 90 02 20 21 1 BB 5 14 1 / BB /2 B B 60 6 5 SHADE 00 410WER1 G 3/ B B 2 BB 72 B 6 19 TREES 2 B B 2 1/2 B B 72 84 6 19 3 B B 3 /2 B 0 96 11 20 23 B B 26 25 EVERGREEN SHRUBS 2 BB 36 9 (APING T) 3 BB B B 6 63 2 18 SPREAD B B 30 8 EVERGREEN SHRUBS 2 SPREAD B B 36 9 (SPREADING) 2 1/2 SPREAD B B 3 SPREAD B B 42 48 11 12 12 CONY 30 8 15 CANT 18 CANT 33 42 9 1 2 CANT 3 CANT 46 5 12 14 DECIDUO 5 SHRUBS COAT 60 1 B BB 2 B B 27 30 8 3 B B 4 BB 36 42 9 11 5 BB 6 BB 8 5 12 1 COMA 23 7 CO TA ER GROW 2 CAN 3 ON 26 30 B 0 PLEATS 5 CANT 7 CANT 36 2 13 13 015 CANT 5 18 PLANT ROOT BALL HIGH W CLAY SOIL TYPE AID PUMA RIOT BALL AT MADE IN SANDY SOIL CONDITIONS L`I 1 T I I I( T-(_)LE DIP/IE1151(1113 \12 NO SCALE ARCHNET THE ARCHITECTURAL NEr WORK, INC HITEL I LANNITIG B TEFIDR OE INN CONSTP If71071 MVNAC M NT 1 S h TP I SUITE LrhE ELMO MN 5 04 PHONE 651/ 30 0500 A I/ 30 0140 PI °Terra De51H11 ASvO Gilles. FAw00 T90FIDO1. M1afl43e9,00 L6NOSCAPEUp0S1MiW 7300 UD90 BLVD SUITE 220 PM 6S 7399 9 OANDALE AAN 65 28 FY0.5 7990540 m5ie r0bnW0eq corn F 13T 12pp1IAT�AIIIIII1LWI��IF I��W,�WL� N CHLIIW17 WI earl% Ii M114, VITA 1"Ile F ) I o 00 I rawT By vi /.I rc1 d By r0 S 0 15 I hereby earthy that Ode Pm spectflation by mdr rep tdas d al eops01mml and that I am a duly IJWrmed Landscape /Orbited under the h1.B OP the Slats at 1dNXESOrA arab= RAMI Ram= AVM A. I0RETIANI Das6.23.12 Rag No_ 1S1/4 r T LIB L41ID6CAP6 D6TAIL8 .h= AIL nb r L3 ;Ts-. 011I\IL L -PLANTING SPECIFICATIL)I IS REP R ALL 0A AGE TO PROPERTY FRO PUNT NG OPERATO 5 T OWNER 9 El(I ^L =L IITII\IC I10TE5 L2i NO SCALE 0 COST TO THE 111 AOIh A h 1 0111 0I I t 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 bring print 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 ProjectL 490 St43.1Si k0 Assessor's Parcel No Zoning District TZA Description of Project in detail Sic.,N"FAQ tD "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 representtative is not property owner, then property owner's signature is required Propertrtyy caner �O L. • RepresentativeT 1 Mailing Address Le..cja STcJ IS4rV D Mailing Address 3502. Ju17p lie.144L City State Zip STD • Mt.) E-o e'Z City State ZIpS`1t,3 N1W a"O SE'Z Telephone No 43a a 9441 Telephone No 4-301 • 1 I S C- . — los i zi to t311 H \mcnamara\sheila\2002\design review permitwpd Apnl 12, 2002 5 LANE 3400 W SA—�—+. —T SITE ; LAN NOTE S CW THICK CONCRETE SI ..WALK (L) "4G014 T TIC CONCRETE SIG 1NALh TO EXISTING SANCRUARY BY ALTER a /6N TO 6C LocATED / 5 ' FROM PRoPERT-y Li/VC PERPENb/CULAk To TIDE VE/er/CAL PART OF 7-HE Moi,( c,2oSs 0N EAST S /4 E D F. C1�1 2ct1 13L b r "Luke Klevgaard, Design innovation" To Gayle D Peters/US-Corporate/3M/US@3M-Corporate <dinnovations@gwes cc t.net> 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 Heritage 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 restriction 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 m 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 since 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 m the past, church members have done much of that work Mr Tomten moved approval, striking conditions of approval No 4 and 17 regarding lighting, and adding a condition that the applicant 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