Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2003-Building (sign)
OSHKOSH ON THE WATER .lob Address 491 S WASHBURN ST Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner 491 SWASHBURN ST LLC Contractor BAUER SIGN CO Category 254 - Signs No 0099776 Create Date 01/06/2003 Plan Type Building (~ Sign (~ Canopy (~ Fence ~ Raze Zoning Unfinished/Basement Finished/Living Garage Foundation Occupancy Permit Park Dedication Poured Concrete Concrete Block Not Required 0 Sq. Ft. 0 Sq. Ft. 0 Sq. Ft. ~ Floating Slab ~ Post Class of Const: Rooms 0 Height 0 Ft. Bedrooms 0 Stories Baths 0 (~ Pier (~ Other (~ Treated Wood Flood Plain Height Permit # Dwelling Units 0 # Structures Size ~J Projection I Canopies 0 Signs 0 Use/Nature First Federal/Install illuminated wall signs (2) on faces of drive thru teller area, install 2 directional signs (both to meet 10' side yard setbacks.) of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $12,500.00 Plan Approval $0.00 Permit Fee Paid $74.00 Park Dedication $0.00 Date 02/11/2003 Final/O.P. 00/00/0000 Permit Voided In the performance of this work I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner MUSKEGO Address W184 S8408 CHALLENGER DR WI 53150 - 0000 Telephone Number 262-679-2500 JOB LOCATION: .~'/ ZONING/LAND USE COMPUANCE CHECKliST ZONING PROPERTY OWNER/CONTRACTOR: CONSTRUCTION DATA: New ConstrUction Addition Alteration 'TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) ~.~.,-_ J, /q' ~--::,~ f - COMPLIANCE CHECKLIST ~ ~ (~ ' DEFICIENT COMMENTS Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yard Front Yard Side Street Rear Yard Side Yards Building Area Parking Standards Off-Street Loading Standards Vision Clearance Transitional Yard Standards Landscape Standards Height Conditions of Approval Compliance with P.C. or BZA Conditions of Approval Signage Standards _ Drainage Plan ~"~ r~,. '~.~ REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approval all plans, except the following: (1) AlteratiOns or intedor work When the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. APPROVED DENIED Plan CommisSion Action Required Variance(s) Required REVIEWED BY: DATE: W184 S8408 CHALLENGER DRIVE, MUSKEGO, WISCONSIN 53150 PH (262) 679-2500 FAX (262) 679-8370 MEMORANDUM Date: December 26, 2002 To: Alan Danhoff From: Bob Hacker RE: Sign Permits First Federal Bank 491 Washburn St. Alan: Per our discussion last week, attached is the information you requested in order to process the permits for the First Federal Bank property located within the Virchow Krause building on Washburn St. Sign #1 & #2 Illuminated channel letters to be mounted on the east and south elevations of the drive thru canopy. Sign #3 & #4 Illuminated directional signs mounted along the north edge of the entry drive way defining the location of the drive thru lanes. Sign #5 Pylon panels below Virchow Krause. This panel does not require permits. Please advise me on the permit fees required for the package of signs. If you have any questions, please give me a call. Thank You, Wf84 S8408 CHALLENGER DRIVE, MUSK, EGO, W/$CONSIN 53150 PH(4f4) 679-2500 FAX (4~4) 679-B3~'0 ~'~"~ ~ ~ L ~.a --'-t '~ 1 'T 1~m~ t~t-J~'~.~ NEO~ GC,~8 'lUBE ~T~ S~ND~D CHANNEL LE~ER ON ~C~AY APPROVAL DATE W184 S8408 OF/ALLENGER DRIVE, MUSK~GO, WISCONSIN $$150 PH(414) 679-2500 FAX (4~4) ~79.e~7o BAUEII lION OOI41MNY · APPROVAL DATE ABE Avl SITE: PLAN GOI,~ FLA~_ SPIREA I o CO o Lc) O z o 6.1_ 1 SPIREA BUHALDA '6OLOFLAHE' SPIRAEA X 'C~OLDMCcJNO' ¢OLOffloLr~o SPtP. ZA PINUS NfUE440 'F4UEND' NiI~O PINE . ®~ SACENT jt~IPER HAhfLET FLOPLERIN® GRAB THUNDEROHILP FLObtERIN® GRAD 6P-.EE~PI~ LtTTLELEAF LINDEN DEBORAH HAPLE HALI~ X ASTRINC~NS *PtUNPERCHILP' TtLIA COP. DATA A©EI~ PLATANOIDES FLORA Pt~®~ BLUE SPRUOE DETULA Nt~P.A RIVER BIRCH ASPHALT PAVEHENT SECTION I/2" ASPHALT (t !/2' BASE, TOP) FILTER FABRt6 t2" CP-USHEP AGGREGATE BASE COURSE (8" BASE, 4" - 5/4" GP-.AVEL) oJ ,3 PROPERTY LINE KJ .~KJ KJ "~ KJ~ eKd Kd KJ ® NOTE; ®RAPE KEEP STORM (,,~'?'/ 'x ,. 'x ? / , 'N / / i THICK t t I I .¥ !,4 !- HAT~RfAL ¢ 14REP BARRIER l~, '~{ ~ ~ _~z ~ ~HO~ PLANT F~0H ~NTANER [ ~ P;.~INe ~ TA~ TOP,IL HI~ AT BASE ~ SIDES SHRUB/TREE PLANTING !?ETAtL COVER AREA s~EVER HATEP. IAL E F%AN) 2X2X2uO'' hLP. TYP. oF (5) PEK TREE DRIVtN 1'-O" HIN, BEL01d EX1STtN¢ C_~ADE STRAI,lP t2 GA. STL. MILE DIA. P~BBER ~ AT TREE I~X~0TOP t~ OF b%ILAP CT BALL Ib lATER ff~fEDtATL'~ AFTER I%ANTII'~ ~ L Ht X~JP41 AT BABE *! SIDES TREE F'LANTIN® PETAIL 2 I/2~ ASPHALT PAVINC~ I I/2" BASE COAt, SE ~i t" FINI$t4 CO~3E cP-AVEL DASE OY'ER BASE COARSE (EXtSTIN~ OR NE'dJ) 6" X 6" STL. POST FILLED COHO. ~ 2X4 Tt~EATED F!~AMIN® E~LT~P TO 5XBXI/4" STL, ANGLES t X $" CEPAR FENCE BOARDS (SOLID STAIN ,ALL StPES) ×/---~ 8" OONO. SLAB 6"X6" IO/IO H.k4.F. ..~Z~ I I NO SCALE GENERAL NOTES f, F%~MOVE ALL EXOESS SOIL FRO~4 SiTE 2. FIELD VERIFY A%L SITE C, ON~DtT!ONS PRIOR TO SUBt,41TTIN~ BtP. ~. PROJECT SQUA~ FOOTAGEB: SITE - IO4}44 E.9. FT, (EXISTiN$ HOUSE ~ PSBvfiNC~ ~ 4,440 ~!LDING - t5,O50 ~2. FT. PAVIHe - 4t~20 ~, FT. 4. PROPER%f IS ZONEP 6-2 5. ~HO'¢~ OF EXISTING HOUS~E AND GAraGE IS BY CHAR. LAND%APE RS]QUtREMENTS DEVELOPED A~A - ! TRR~E/4,5OO S.F. = i4 T~ES DEVELOPED A~A ** i $HF~B/i,OOO S.F. = 6i 5H~BS PARKING PERIMETER - t %REEP}O LiN. PT. = 21 ~ES PARKING PERi~R -* 5 SHRUBS/50 LiN. FT. = 1OO SH~BS SH~B5 PROVIDED - NI ~ES PROVIPED - 58 PARKING ~di~MEN'TS ~QUI~D SPACES ~- 9 5F~kOES + I 5PACE/~OO OF FLOOR A~A OVER I,O(OO ~. P% SPACES ~QUI~D * 81 SPACES PROVIDED * 8t 8. EX. RICE LIGHT FiXTUReS A~ R? BE OUT-OFF LEHSE S~LE LIGHT FROM Pq~0RE5 t5 ~O% TO SH!~ CNN q. ALL MORK IN GAS LINE EASEHENT iS TO BE ~IPERVISEP BY ANR PIPELINE. (OQNTAOT .IJ~'E MENGEL e (q20) 41~-4211 XlB) COMPLY kq!TH ~L ANR OLEA~.eHCE A~ COVER ~QUI~MEHTS. PEEP $AU JOINT ASP~IALT PAviNQ 2 t/2" BASE COU,~E 4 I" Fii, t!S~ 4" MIR TOPSOIL -- (i) r~ VERT. AT 4'-¢" (5) ~5'S PlORtZ CONTIN. GCU~B I?ETAIL NO SCALE / GRAVEL BASE OvER BASE COJ~BE i UND STURSED ~OIL 4" CONC. SlPEUALK ~/ FIN!~.' ~ TO~LED EDGES ¢t JOINTS HH TOPSOIL %`, NO SCALE YXE~'T. AT 4'-®" C.C. *3% UO~IZ C. Cq4TIN. I I ¢ I ~,iDf~TU,ei~ED 80IL SITE SYMBOLS BENCH HARK 5/4" P-.EBAR FOUND I" X 24" IRON PIPE SET NT. I.~5 I_DS./LIN. FT. I" IRON PIPE FOUND MANNOLE CATCH BASIN POMER POLE LIGHT POLE FIRE NYDRANT ~&T~R VALV~ INLET F~NCE GAS HE~ ELECtrIC METER LIHITS OF PROPOSED BITUMINOUS PAVEMENT LIMITS OF PROPOSED CONCRETE PAVEMENT LIHIT'S QF G~VEL PAVING PARKING BLOCK PROPER~ LINE CA/KD JOB NUMBER: DA 01,2 __~ ELEV. ~1'-6" TRUSS BEARING PRERN. GUTTER ASSUMED ELEV. 100'-0' TOP OF FIN. FLOOR StGNAGE BY OTHERS ABRICK SOLDIER COURSE (COLOR #2) PREFIN, ALUM, COPING TOP OF MASONRY ELEV, 126'-8" ~ TOP OF MASONRY · SHINGLES >ermaIty broken tinted & insuL 1 glozing (tm,) (COLOR Z thermally broken alum, entronce & storefront w/ tinted & insul, glazing EABT ELEVATiONt 1/8" = [ conc. found, wolt I c(tnc, footing i NOTE: COLOR #2 BRICK SOLDIER COURSE IS SET 1/2" ObYT FROM COLOR //I BRICK VENEER, BRICK VENEER (COLOR #1) ASPHALT SHINGLES iiELEV. 126'-8'_ (PARAPET) TOP OF' ~,~(~1~¥ ELEV, 124-6 TRUSS BEARING PREFIN. GUTTER AND DOWNSPOUT - COLOR TO MATCH BRICK (TYPO Z~ BRICK SOLDIER COURSE (COLOR #2) TIE DOWNSPOUTS INTO STORM COLLECTION SYSTEM (TYP,) PREF1N, ALUM, COPING ASPHALT SHINGLES Top OF MASONRY TOP OF MASONRY ELEV, t2(-¢ TRUSS BEARING BRICK SOLDIER COURSE (COLOR #2) I I FI _ZI ................ 51 i/NEST ELEVATi ON t/8' = 1'-0" A thermo!ly broken alum. entrance & s(orefron( w/ tinted & insul, glozing AGE BY thermally brok~n~ alum, wdndow ~ ' < NOTE: COLOR #2 BRICK SOLDIER COURSE IS SET' 1/2" OUT FROM COLOR //t BRICK VENEER. BRICK VENEER (COLOR //1) ASPHALT SHINGLES FIN. GUTTER AND DOWNSPOUT - COLOR TO MATCH BRICK (TYP.) ELEV~ 124'-B' TRUSS BEARING PRFIN. ALUM. FACtA BRICK SOLDIER COURSE (COLOR //2) thermally broken alum. window W/ tinted & insul, tow-e glozing (typ,) DOWNSPOUTS iNTO STORM COLLECltON SYSTEM (TYP.) ASSUMED ELEV. 100'-0' TOP OF FIN, FLOOR co p. JJ _T SHINGLES ELEV. Itt'-6' TRUSS BEARING ASSUMED ELEV, 100'-0' TOP OF FIN. FLOOR DRAWN B Y, WAA/EDK CHKI? BY~ JOB NUMBER, DA TE, 9-25-02 0 o EL ASPHALT SHINQLE3 PREFfN. ALUM. COPING BRICK SOLDIER COURSE (COLOR #2) ELEV. 127-8" TOP OF ROOF ELEV. I24'-6' TRUSS BEARING PREFIN, ALUM. FACtA BRICK VENEER (COLOR #I) ELEV, 114'-0' TOP OF FIN. FLOOR thermdty broken alum, window W/ tinted & insuL low-e Cazin9 ASSUMED ELEV, t00'-0' TOP OF FtN, FLOOR ELEV. 96'-0~ TOP OF FOOTING i I t I F1 Fl ...... _il ........ ~_L -CONT. RDGE 'CENT I ASPHALT SHINGLES ERIN, ALUM, COPING ELEV. 152'-0' i ELEV. i 2~ ~ ~'¢ MASONRY FIN, GUTTER AND DOWNSPOUT- COLOR TO MATCH BRICK (T~) PRERN ALUM~ FACIA ~BRmK SOLDER ~COURS~ (CO~OR ~) ~L~W ~'~0" TOP OF FIN. FLOOR thermolty broken dura. window W/ tinted A insul, low-e glozing (t~.) TiE DOWNSPOUTS INTO STORM COLLECTION SYSTEM (TYP.) ASSUMED ELEV. iO0'-O' TOP OF FIN, FLOOR F-~ BRtCK '~NEER (COLOR #l) NOt:D-.TH ELEVATION NOTE: COLOR#2 BRICK SOLDIER COURSE IS SET /~ 1/2" OUT FROM COLOR //1 BRICK VENEER~ ASPHALT SHINGLES PRERN. ALUM~ COPING .~ELEV, i52'-0' TOP OF MASONRY BRICK VENEER (COLOR #I) _~ ELEV. ~24'-6" TRUSS 'BEARING PREFIN, GUTTER AND ~ DOWNSPOUT - COLOR TO MATCH BRICK BRICK SOLDIER COURSE (COLOR #2) ELEV. TOP OF FIN. FLOOR FEDERAL ~! /~--~CONT. RIDGE VENT ASPNALT SHINGLES /~ - PREFtN~ ALUM, COPING ELEV, 152'-8~ (SHAFT) TOP OF MASONRY ICK VENEER (COLOR //1) ELEV, 1t4'-0' TOP OF FIN, FLOOR thermally broken qlum, window W/ tinted & insul, tow-e glazing ASSUMED ELEV. I00'-0~ ..... T TOP OF ~ I t ! I 50UTH ELEVATION I/8'= thermolly broken bullet proof alum. window W/ tinted & insul, low-e glazing (by tenant) night deposit box (by tenant) BRICK SOLDIER COURSE (COLOR #2) ASSUMED ELEV. I00'-0' thermally broken alum. entFonca & storefront w/ tinted A Jnsul, glazing NOTE: COLOR #2 BRICK SOLDIER COURSE IS SET I/2" OUT FROM COLOR #1 BRICK VENEER. II DRAWN B ~, EDK WAA ,./OB NUMBER, 01081 DA TE, 9-25-02 A&2