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Home My WebLink About0119751-Building ~ OSHKOSH ON THE WATER Job Address 580 S KOELLER ST CITY OF OSHKOSH No 119751 BUILDING PERMIT -APPLICATION AND RECORD OWner RIVER VALLEY ONE LLC Create Date 05122/2006 Designer Contractor R J ALBRIGHT INC. Category 203 - New Amusement, Social, Recreation Plan T3-46-0506 Type . Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning C2 Class of Const: 5Bibc Size irreg Unfinished/Basement _Sq,Ft. 10566 Sq, Ft, Rooms Height Ft. 0 Projection I Canopies FinishedlLiving Bedrooms Stories 1 Garage _Sq.Ft. Baths Signs Foundation . Poured Concrete 0 Floating Slab 0 Concrete BlOCk 0 Post 0 Pier 0 Treated Wood 0 Other Occupancy Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures UselNature New 10,566 sf Restauarnt - Golden Corral: Note: Compliance with ail items identified in Zoning Compliance Review to be provided. of Work HVAC Contractor Plumbing Contractor Electric Contra 64,590.00 Plan Approval $0.00 Permit Fee Paid $2,999.00 Park Dedication $0.00 Issued By: Date 0513012006 FinaIIO,P, 0010010000 0 Permit Voided I Parcelld # 0611620000 In the performance of this work I agree to perform ail work pursuant to rules goveming the described construction. While the City of Oshk h has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this perm" application within a ase ent, the City strongly urges the permit applicant to contact the easeme~t holder(s) and to se e any s a ov before starting such activity, Signature Date ~ Agent/OWner Address 5711 GREENVALLEYRD OSHKOSH WI 54904 - 0000 Telephone Number 231-8635 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e, Footing, Service, Final, etc,), Access into Building if Secure (how do we gain entry), your Name and Phone Number, Unless specified otherwise, we will assume the project is ready at the time the request is received, Work may continue if the inspection is not performed within two business days from the time the project is ready, ~ OSHKOSH ON THE WATER GRADE STAKE FORM Grade Stake Number 7363 Name RIVER VALLEY ONE LLC Address 580 S KOELLER ST Create Date 05122/2006 Lot Block Ward Subdivision Zone I I Sidewalk Existing Street Number Lot Dimensions Building Grade Elevation Stakes Set At Site 0512212006 Set By no grade req'd Department of Public Works I, the undersigned, owner or agent of the above described property agree to have the grade established before excavation has commenced, " CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW - ZONING Location of Property: 500 S Koeller Avenue (Golden Corral Restaurant) Date: 3/27/06 Applicant Name: Steven Gries Gries Arch. GrOUD Inc. Phone: 920-722-2445 Fax: 920-722-6605 Applicant Address: 500 N Commercial Street City: Neenah State: WI Zip: 54956 Owner: River Vallev One LLC. Parcel Number(s): 06-1162-0000 Zoning: C-2/HWY 41 Type of Construction: Restaurant and related ImDrovements (Referred to as Phase l!Building A) - REVISED ComDliance Checklist Yse bet-Wià!h ~ 'bet-Area ~ AHp6f! Reight Fram Setback Camer Side Setbaek Imorior Side Setbae1c Rear Setbael, Bllilding }dea Access Regulations Parking Standard. Loading Standards Vision CleaFanee Trans. Yard Staadards Screening L...dsc"l'ing bightffig ,S;gwge Mechanical Screening Var. 'CUP/PD Conditioas Other: HWY 11 Regs Comments/Conditions I. Review is for Phase I/Building "A" ONLY. No Review of items of Phase II or Building "B". 2. ACCESS CONTROL 0 Driveway entrance width exceeds that allowed in Section 25-104.1(1). Code allows 30' at prop. line and 40' at curb whereas proposed is 52' at prop. line and 95' at curb. Board of Public Works approval required for enlarged driveway. 0 Board of Public Works approval required for "Street" type entrance, 3, All mechauical equipmeut, ground or buildiug mounted not shown on plans must be screened fiom view of allY street or residential property. 1. Please ['rovide daeumeatatiaa in regard te refuse arealoeatian and ,ereeaing method fer Phose L Oal)" oompstor/e¡¡clao...e aa ['I... io in Phase II Area, 5. Landscaping is reviewed for eutire site. Tree reduction o,k. as replaced with multiple p-lot islands, shrubs aud laudscape beds. All landscaping in Phase I portion shall be installed within 12 mouths of building permit issuance. 6, SIGNAGE-Summary 0 Ground sign meets setbacks and is total of92 sq fi (46.2 per side) and 35 sq fiofelec msg center (17.33 per side) with overall height of 12' fl. Site area allowed is 1600 sq fi, as site is 2.28 acres (greater than 2 acres) and 200 sq fi msg center. 0 Wall sigu on west facade is approx, 81.5 sq ft. Wall area is approximatelyl280 sq f. West wall siguage covers 6.3%, 0 Wall sign on south facade is approx. 62 sq ft. Wall area is approximately 5450 sq f. Wall Signage covers 1.15%. 0 Wall sign on north facade is approx. 62 sq fi, Wall area is approximately 1733 sq f. Wall Signage covers 3.6%. Review Fee: $200.00 (Disturbed area < 10,000 sq ft = $100 I > 10 000 so ft = $200.00 Signage = $25 Floodplain = $75) [&:J Approved D Approved w/Conditions D Denied DHold Reviewed by: David Buck Review Date: 4/12/06 Please contact the Zoning Administrator at 920,236.5062 if you have any questions, REVIEW AUTHORITY ^' p"s",I" 30-5 Eofu=~",of<h, C'~Z"'o,O,dl,~". <h, 0""", ofCo_o"y O",lop_,. """""" m",' 'PP"" ,II pi"". ~"",h, follow'" (1) A"".lo", " 10""" w"kwh~'h'",""'of"mi'g~dwh~oo,h~g"o"""pmpo"d (')M""""~"i<""",g,'diog,w'o'ow"ct,,wh~'h'""""'fumoiog~dwh,"oo'rum"'pmp"" """""""'..;"z"";,,Com""'m,"œ'U,"""'""'OOSKm"".G""mC~.,doc COpy, Planning Address File Applicant Engineering OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW - ZONING Location of Property: 500 S Koeller Avenue (Goldeu Corral Restaurant) Date: 3/27/06 Applicaut Name: Steven Gries Gries Arch. Group Inc. Phone: 920-722-2445 Fax: 920-722-6605 Applicaut Address: 500 N Commercial Street City: Neenah State: WI Zip: 54956 Owner: RiverVallevOue LLC. Parcel Number(s): 06-1162-0000 Zoning: C-2/HWY 41 Type of Constructiou: Restaurant and related Improvements (Referred to as Phase 1!Building A) ComDliance Checklist Yse bet-Wià!h ~ 'bet-Area ~ AHp6f! Reight Fram Set'èack Comer Side Setback IRtenor Side Setback Rear Setback Building Mea Access Regulations Parkillg Standards Loading St1mdards "isien Clearanee TraM. Yard Standards Screening Loodsc"l'ing bightffig ,S;gwge Mechanical Screening Var.'CUP/PD CanmtionG Oilier: HWY 11 Regs Comments/Couditions 1. Review is for Phase I!Building "A" ONLY, No Review of items of Phase II or Building "B", 2. ACCESS CONTROL 0 Driveway entrance width exceeds that allowed in Section 25-104,1(1), Code allows 30' at prop, line and 40' at curb whereas proposed is 52' at prop, line and 95' at curb, Board of Public Works approval required for eularged driveway. 0 Board of Public Works approval reqnired for "Street" type entrance. 3, All mechanical equipment, ground or building mounted not shown on plaus must be screened from view of allY street or residential property. 4, Please provide documentation in regard to refuse arealocation aud screening method for Phase I. Ouly dumpster/enclosure on plan is in Phase II Area, 5, Landscaping is reviewed for entire site. Tree reductiou o.k. as replaced with multiple p-lot islands, shrubs and landscape beds. All landscaping iu Phase I portion shall be installed within 12 months of building permit issuance. 6, SIGNAGE-Surnmary 0 Ground sign meets setbacks and is total of92 sq ft (46.2 per side) and 35 sq ft ofelec msg center (17.33 per side) with overall height of 12' ft, Site area allowed is 1600 sq ft. as site is 2,28 acres (greater than 2 acres) and 200 sq ft msg center. 0 Wall sign ou west facade is approx. 81.5 sq ft. Wall area is approxin1atelyl280 sq f. West wall signage covers 6.3%. 0 Wall sign on south facade is approx, 62 sq ft, Wall area is approximately 5450 sqf. Wall Signage covers 1.15%. 0 Wall sigu on north facade is approx, 62 sq ft, Wall area is approximately 1733 sq f. Wall Signage covers 3.6%. Review Fee: $200.00 (Disturbedarea<IO,OOOsqft=$IOOI > 10 000 so 1\=$200,00 Signage = $25 Fioodplain = $75) 0 Approved ŒJ Approved w/Conditions 0 Denied 0 Hold Reviewed by: David Buck Review Date: 3/31/06 Please contact the Zoning Administrator at 920,236,5062 if you have any questions, REVIEW AUTHORlTY ^' p~S"","30-5E,f"~,"'of",CHyZ'"I'g O,dl"",,, 'h,Dh"~o"fC6~",I,yD,,"op~, ""'¡g",. =. 'ppro" ,II pi"", ""'p' ,b, foll".¡", (1)Ah~"¡"o"¡"oi" w"kwh,""'o""",fo=¡"~dwh,"","'~,,¡,~,,,prop,,'" (2)M,¡"","~¡"~.",.,¡di,.w¡,dow<"""wh,,'h'o,,",,,fo"';"Mdwh,,",ohM,'¡'Propo,,' . """"""g\D"Id\Zo"""Compll',"oa..kU"'M"","OOSK~n..GoJdœ,"",.',"" COPY: Pianning Address File Applicant Engineering 04/10/2006 MON 13: 44 FAX ~003/004 33'-0" 5'-11y'" .J OJ X ¡¡, oj <¡> '"' :t ..J ..J <{ f- ~ '7 iiJ -t <!i :.l '" ~ 117'- 1". '" "'ew 'IL ~ '? REFER TO CIVIL & MEP ". DRWGS FOR FINAL UTILITY LOCA nONS, TYP, 1iØ//¿. ~Ø". P /~ø' i/¥;?2j~ t Øfl¿ "~""""-""'-"'Cl= ~~,-""'-;'-4" MIN, @ ~,~p. BOLLARD DET, CONC, BRICK ROWLOCK- KING SIZE BRICK, BY COUNTY CONC. OR EQUAL TO MATCH BLDG, MASONRY 8" DEEP BOND BM, 12 UNITS HIGH) W/ REINF. -SEE STRUCT. 6" CONC, SLAB- SEE PLANS ? «> 8"x4"x16" SIZE CONC, BRICK- BY COUNTY CONC, OR EQUAL TO MATCH BLDG, MASONRY $ VARIES- SEE PLANS ~ TOP/SLAB ? ~ FIN. GRADE- SEE CIVIL PLANS $ VARIES- SEE PLANS TOP/FTG, @ ~,~,~EEN WALL SECT. 0 ... ~ ,- 0 N 0 0 m '" 0 z ? ¡¡, ,... w ... ... .. .. " ==f-: " ~ STD 1/2"=1'-0" ~ 0 0 .. ~ 0 0 .. NE WBUILDI !NG FOR RIVER VALLEY ONEL.L.C.: Q f!n cerra .,. ~ §ll' ie'. ~rl:- _: @ OSHKOSH, WISCONSIN MATERIAL ~ EARTH INDEX -PLANS,SECTIONS !':()<..~ GRAVEL FILL COMPACTED FILL '('hX;;Ò.;,~J ~ ~ CERAMIC TILE POURED CONCRETE I~/////jl f 'J CONCRETE BLOCK FACE BRICK CONCRETE BLOCK FILLED I' .,/ """1 ,/ , 1:1 1:><:1 STONE ROUGH LUMBER PLYWOOD REFERENCE SYM BOLS ~COLUMN LINE OESIGNATION- NEW DETAIL NUMBER ELEMENT TITLE DETAIL MARKS ELEVATION MARK BLOCKING NUMBER INTERIOR FINISH EXTERIOR FINISH EQUIPMENT NO. DOOR MARK REVISION SYMBOL DOORJAMB 3" = 1'-0" FLOOR BASE WALL CEILING @@0@] 0 @ 8---000R NUMBER à-REV¡SION NUMBER FINISHED LUMBER RIGID INSULATION BAD INSULATION DRYWALL STEEL PRECAST CONCRETE ACOUSTIC TILE BITUMINOUS PAVING EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN CONSTRUCT NEW WALL DRAWING ABBREVIATIONS A A/c AbD'L AFF ASF ATS ALT ALUM APPROX BD BLDG BLK BLKG BM BOTT BRG B/ C CB C/C CJ CKT CLG CLR CNTR CMU CO COL CONC CONSTR CONTR CONT DET DIA DIM ON DS DW OWG EA EC EF EL ELEC ELEV EM EPS EQUIP EW EWC EWH EXIST EXP JT EXT FA FD FDN FIN FLR FT FTG GALV GC GFI GND GYP HOW HM HORIZ HP HT HVAC 10 IN INFO INSUL INT INV AMPERES AIR CONDITIONING ADDITIONAL ABOVE FINISH FLOOR ABOVE SUB FLOOR ABOVE TOP OF SLAB ALTERNATE ALUMINUM APPROXIMATE BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BEARING BOTTOM OF CONDUIT CIRCUIT BREAKER CENTER TO CENTER CONSTRUCTION JOINT CIRCUIT CEILING CLEAR CENTER CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONSTRUCTION CONTRACTOR CONTINUOUS DETAIL DIAMETER DIMENSION DOWN DOWNSPOUT DRY WALL DRAWING EACH ELEC. CONTRACTOR EXHAUST FAN ELEVATION ELECTRIC (AL) ELEVATOR EMERGENCY EXP ANDED POLYSTYRENE EQUIPMENT EACH WAY ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXISTING EXPANSION JOINT EXTERIOR FIRE ALARM FLOOR ORAIN FOUNDA TION FINISH FLOOR FEET FOOTING GALVANIZED GENERAL CONTRACTOR GROUND FAULT INTERRUPTER GROUND GYPSUM HARDWARE HOLLOW METAL HORIZONTAL HIGH POINT OR HORSE POWER HEIGHT HEATING!VENlunON!AIR CONDIllONING INSIDE' DIAMETER INCH INFORMA TION INSULA TION INTERIOR INVERT SYM BO LS 100' -0" ~ ELEVATION MARK - EXISTING 100'-0" -$'- ELEVATION MARK - NEW PROJECT DATA JB JT LAV LIN LP LT LTG LVL MAX MC MCB MECH MFR MIN MISC MLO MO MT MTD MTGHT MTL N NEC NIC NO or # NOM NTS OC 00 OPNG OPP PC PLMB PL YWD PNL PNLBD PREFAB PROJ PVC R R RD RECEPT REINF REQ'D RES REV RM RO RTU SAC SAC-1 SECT SHT SIM SPEC STL STRUCT STRL, TEL T & B T & G T i(p UON V VCT VERT VWC WC WD WH WP WR wI wio WWF XFMR JUNCTION BOX JOINT LAVATORY LINEAR LOW POINT LIGHT LIGHTING LAMINA TED VENEER LUMBER MAXIMUM MECH. CONTRACTOR MAIN CIRCUIT BREAKER MECHANICAL MANUFACTURE (R) (ING) MINIMUM MISCELLANEOUS MAIN LUGS ONLY MASONRY OPENING MOUNT MOUNTED MOUNTING HEIGHT METAL NORTH OR NEUTRAL NATIONAL ELECTRIC CODE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE PLUMB, CONTRACTOR PLUMBING PLYWOOD PANEL PANEL BOARD PREFABRICATED PROJECT POLYVINYL CHLORIDE RADIUS RISER ROOF DRAIN RECEPTACLE REINFORCING REQUIRED RESILIENT REVISION ROOM ROUGH OPENING ROOF TOP UNIT SUSPENDED ACOUSTICAL CEILING SAC-1 HOUR RATED SECTION SHEET SIMILAR SPECIFICATIONS STEEL STRUCTURAL STRUCTURAL TELEPHONE TOP AND BOTTOM TONGUE AND GROOVE TREAD TOP OF TYPICAL UNLESS OTHERWISE NOTED VOLTS VINYL COMPOSITION TILE VERTICAL VINYL WALL COVERING WA TER CLOSET WOOD WA TER HEATER WATER PROOF WA TER RESISTANT WITH WITHOUT WELDED WIRE FABRIC TRANSFORMER GOVERNING AUTHORITY CLASSIFICATION/ZONING REMARKS WISCONSIN DEPT, OF COMMERCE CLASS OF CONSTRUCTION, XX METAL FRAME.. UNPROTECTED SAFETY & BUILDINGS DIVISION CHAPTER COMM: XX XX ..- occur, COMM: XX XX CITY OF OSHKOSH ZONING REQUIREMENTS BUILDING SPRINKLERED BUILDING USAGE GROSS SQUARE FEET FIRST FLOOR SQ, FT, TOTAL SQ. FT, SHEET INDEX C S COVER SH 1,0 C-1,1 C-2.,Q GRADING & DRAINAGE PLAN STORM SEWER PLAN EROSION CONTROL PLAN & DETAJLS ARCHITECTU RAL A-0.1 A-0,2 A-0.3 A-OA A-O,,5 A-0,6 L-0.1 L-O.2 OVERALL SITE PLAN PARTIAL SITE PLAN PARTIAL SITE PLAN DETAILS SITE LIGHTING PHOTOMETRICS & SITE DETAILS GOLDEN CORRAL SIGNAGE ELEVATIONS LANDSCAPE PLAN; SCHEDULE & DETAILS BUILDING LANDSCAPE PLANS & NOTES EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A-4,1 A-4.2 UTJ:I.:'T:;:EE LIGHTING, '£'OTAL LIGHTS 1.47 'LEonIC' NeAL CONNEc"ED WAD 38',,0 ]C.", TDTA!.. DEMAJID WAD K"A a.millING, nxn;Jo,g m",",'s SERVEr, ,<~ nXTUF,E DEHim" Bo. 0 GPM GAS, TOTAL GAB nEJ'1I\J,Ü "'ßF (3402.00 ""'" ~ ~IC¡CNTITyROJpLACÑnON -tÎL NO SCALE ~ NOTE: ALL TRADES SHALL CROSS REFERENCE ALL CONSTRUCTION DOCUMENTS FOR COORDINATION AND SCOPE OF WORK, PROJECT LOCATION: 500 SOUTH OSHKOSH, OWN ER INFORMATION: RIVER VALLEY ONE 601 OREGON SUITE A OSHKOSH, WI. (920) 3628 CONTACT: AN C. CO N S U LTANTS: LARSON EN GIN 1 500 N, CASALOMA APPLETON, WI (920) 734-9867 CONTACT: STEVE 302 STRUCTURAL LARSON ENGINEERING 1500 N. CASALOMA APPLETON, WI (920) CONTACT: BRli\N 302 CMG & 266 CORPORATE MADISON, WI (608) 288-9130 PLUMBING CONTACT: ELECTRICAL MECHANICAL 1 ROBINSON SKORACZEWSKI (O 0 I t'--- C\I I (Y) 0 l ,3= <--~ > w a: z cd: .....I c.. W f- - (.f) 6192 .- ro B Ç/) .á:5 ~....., .,....¡ :E ;..; . E U-< Q ..s p. ::: 0 H Cj ~ N f! ¿, !i ~ '¡'",¡,¡E rn'" ¡;:; 8 :-i! ~ ", í! iLs 7, ~ ~ðr'1J -8f!o ð.~¿ " "'~"':¡¡ ~?:';;'~ x~§~ Vizfji OOJpyrighl TImPrintl"""""""File ..TheExc¡""" Property Of Gries Arclrirectural Group, Inc, u..Oo1y rod'""",,, WhiCh Lowd. Copying Or !\<>ro<Iuciog I, Proh1bired Return Upon R<qoes!, - (..) ---1 ---1 lU :z: 0 >- lU ---1 ---1 <t > æ::: lU > 1--1 æ::: æ::: 0 lL ø z 1--1 0 ---1 1--1 => cO ~ lU Z date' (D/'J.711.OO6 job' -'2~ d. by: LeI' rev: ---1 -1 ........ 0:::: ø oð :z: 1--1 ú) Z 0 (..) ú) 1--1 ~ ~::~N:U:U::~ ............. G6/M ~ ~Et~~8NN~~.~~~R ~2/M SECTION MARKS SECTION NUMBER ~ORAWING NUMBER /ROOM NAME ROOM NAME/NUMBER~o?'t:- ~ ROOM NUMBER I- LU LL LL ~ cO ---1 <:I: 0:::: 0:::: 0 0 :::r::: ú) 0 ~ :::r::: ill 0 Z LU 0 ---1 0 ø I !, c s ~ x 10' SANITARY SEWER EAsEMENT PER r CITY "OF OSHKOSH ENGINEERlo~G PLANS ^' ..',~~r¡r';; ¡,ii"" Y'. I--- LU LU ~ I--- ú) .." ~ LU -1 ~ LU 0 ~ ,', x .~ ';:,; Ç[;) GRADING AND PLAN 1 "=40' () P I--< !O '" '" '" 1 '" '" "" ¡ <:> '" œ g¡ ~ Jg¡g"'g œ b ~~~«Í :v tSE S'~d, ~ ~§t:':á D g¿E "-;~W:g 15.d~'~ Z~~~ ""'OE 0""" IDZQ. Çl; ;:J 0 1-< Ö ...... ro 1-< ;:J +ò lf1 g (J)~ .,-¡ ,.c:¡ ¡:...¡ () O~ """"""""""-- oeq,y,;ght. _~FiIo b:n.~I'J<JportyOf Gries Ano.!tè<,tunû Group, Inc. U.. UaIy Fod'wI"'" Wlri<h LouIod, Copying Or ~":\'roIùbikd,J!dmnU"",¡¡"q...t N --.J (.) --.J !1--------1! -.J æ:: -.J ø Z llJ - Z cO (f) 0 Z 0 >- t-- (.) llJ (f) -.J lU - -.J LL ~ 4: > LL ~ ~ llJ cO > - ~ --.J ~ « 0 LL íL (!) íL :r: z 0 (f) - U 0 (:) ~ -.J :r: I--t (f) ::> :z cQ 0 liJ ~ (:) LU ~ Z 0 ø -- NORTH IS REFERENCED TO '!HE SOUTH UHE OF mE SOUTHWEST 1/4 OF SECtION 22, TOWNSHIP 18 NORTH, RANCE 16 EAST, 13TH WARD, CIJY OF OSHKOSH, WlNNE~ COUNTY, WISCONSIN WHICH IS ASSUWED TO IIfAR N89'01'12"W. ~ 0 ~ 00 ~ ~ &:ole: l' = ~' 120 I NŒŒS: - UHDERGROUM> U11JTY H'OfW.TION filS BEEN I>ETERWII£D FROM ÞCTlW. FJElD LOC'.4T1ON AHD/OR UAPPfIoIG ~ mE lI11U1Y COY>ANlES. mEREFORE EXACT LOC'.4l1ON MAY NOT BE SHOWN. PRIOR TO OOHSTRUCTION DIOOERS HOJUHE IiIUST BE CAIl£D FOR FJElD L0CA11ON. - BENCHIiIARK 1: TOP OF FfiE HYDRANT LOC'.4TED AT 11£ WEST END OF W. 5TH STREET AI!JIIIG EAST SIDE OF SUBJECT PROPERtY, ELEVATION = 770.82 - ÐENæI.IARK 2: RAIlROAD SPIKE tI POWER POlE #165 004-2 LOC'.4TED NFAR mE SOU1HE'ASf CORNER OF SUBJECT PROPERtY, ELEVATION .. m.ss - BENCHWARK 3: SOUTHWEST CORNER OF SIGN BASE LOC'.4TED .ALONG '!HE fAST RIGHT OF WAY UNE OF KCíE1.l£R STREET SOUTH OF l1£ OOIWICE TO SUBJECT PROPERTY, ELEVATION .. 771.43 - DUE TO SNOW COlIER AHD PILES LOC'.411NG OF U11L111ES. EDGE OF PAVEIoIENT All) O'fflER IJ'EI¡S AT OR NEAR GROUND lE.VEL WAS DmCULT, 1HEREFOR£ mlS DRAWING MAY NOT BE ACCURATE wm; RESPECT TO '!HOSE lTEUS. - SUBJECT PROPERlY IS ZONED C-2: GENERAL COMIoIERCIAl IN HIGHWAY '+1' CORRIXJR - BUILDING SETBIICKS: - FRONT YARD: 25 FEET IiINIIiIUM - SIDE YARD: 10 FEET toIHlliIUM - REAR YARD: 25 FEET IiIINIIUIiI, HOWEVER, PARKING SIW.L BE ALLOWED WIDi A 5 fOOT "'WUW SE'1tWJK. PRO\/IDED A FM: FOOT LANDSCAPE BUFFER IS PROVIDED. '" - PARKING REQUIREMENTS: (RESTAURANt) - 1 PARKING SPACE FOR EACH 1 00 SQUARE FEET OF FLOOR AA£A. - SUBJECT PROPERlY IS NOT LOC'.4TED WITIIN '!HE FLOOD PlAIN ÞS PER FEDERAL E1ÆRGENCY toWW1EMEJiIi' N1Æ1¥J'f WAPf'tIG. COIIWUNtIY-PANEL NUWBER 55139CO215E. E:FFECTM: DATE: MARCH 17, 2003. - EXISJ1tIG PAVEMENTS ON sm: NOT LOC'.4TED PER CL£NTS INS'TRUCTIONS. - 11TlE WORK NOT FURNISHED AT '!HIS TliE. '- .J LEGAL DE5CRIP11ON : PART OF 11£ SOUTHWEST 1/4 OF '!HE SOlmlWEST 1/4 OF SECTION 22, TOWN 18 NORtH. RANGE 16 fAST, CITY OF OSHKOSH, WINNEIWJO COUNTY, WISCONSIN, WORE FULLY DESCRIBED AS FOlLOWS: COIIIoIENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22; THENCE -AI.DNG THE SOUTH UNE OF THE SOUTHWEST 1/" OF SAID SECTION 22. S89'O1'12"E, 611.20 fEET; THENCE NOO'J6'O4"E, 546.21 FEET TO THE POINT OF BEGINNING: '!HENCE N89'O1'12"W, 332.05 fEET; n£NCE 294.76 FEET ALONG AH ARC OF A CUlM: TO mE RIOOr, HAiliNG A. RACIIJS OF 1105.92 FEET All) A CHORD WHICH EIFARS 1«J8'55'21"W, 293.89 FEET; n£NCE ALONG mE EAST RIGHT-OF-WAY UNE OF SOUTH KCíE1.l£R STREET, NO1'18'18"W, 95.88 FEET; THENCE ALONG THE fAST RIGHT-oF-WAY UNE OF SOUTH KCíE1.l£R STREET. NQ4'24'20"E, 100.50 fEET; THENCE ALONG THE EAST RIGHT OF WAY UNE OF SOUTH KOEIl£R STREET, MO1'18'18"W, 71.52 FEET; THENCE S89'14'28"E, 379.57 FEET; mENCE SOO'36'O4"W, 107.09 FEET; n£NCE S89"C'15"E, 28.31 FEET, TO THE CEHTERLlNE OF VAGATED SYCAMORE S1REET; '!HENCE ALONG '!HE CENTERLINE OF VACATED S'I'CAIo«)RE STREET, SOO"23'13"W, 461.85 FEET; THENCE N89'O1'12"W, 30.00 FEET TO mE POINT OF BEGINNING. BEJNG (NI)S DESCRIBED IN OOCUWOO NUIoIBER 1313498. SAID PARCEL CONTAINS 220,382 SQUARE FEET (5.0593 ACRES) WORE OR LESS. date' 03/2412006 job' 06-024 d. by. 5LM rev." C 1.0 (J;) 10' SANITARY SEWER EASEMENT PER r CITY OF OSHKOSH ENGINEERING PLANS """,..", - - ....J.. - - ~. / """"""" -- .- -- -"---- .......- "," """,..." ",... ..""", '" ,...' ..., HV, 'JÇ3',-/K f- lU lU œ: f- ú) ï1 I 11\; , II} I ;¡': 'I I \1. ill.,;, tit iii' i I 'I I I I Iii ¡ ~ ~ it II, ¡ ~:¡ I III £F ", d ~,i ¡":,',~,,Î,¡,/,t;, I ~ i \ d 7(",.., ( II " : ;;:-[7",:,',1 'il ;~ "I., 1,1 t;\,,¡,:,:,~~1 ! 1 ',;3/ , ¡'I'::\i <=11 1'1 t; ~,~",,",'I', ' ;;:; ., .1- , , =-""/1 '~,':I 18' I(~, ~~, I II t; --"i : a I i!J¡1 II ~- , ..,. ¡ ..LLllt'111IJ1U/iU IJilll! I ¡¡¡¡'11TTllllttillll"flTf - ~ b .. .. ~ ~ ~ ~ l+t'+LI "lH Ill' ~"j-,I.~-~~ I I.. liT III: IITI11!! I 1 T-- \ ---,_.' - -_. - - -.. - - -- ... -~-.- .:J. ~ œ: lU -.J -.J lU 0 ~ . \ \ \ '. \ ~ t """'0";"" ""'",- ~t ... t; : I I "V'" ,y,¡::-rp " , ----L; ! ... ¡ fI' f ¡ ... ¡ ¡, I '1'1 I : I I ; d, : i I I I STORM SEWER PLAN 1 "~Án' OJ KEY NOTES: 0 CONNeCT TO eXISTING STORM MANHOLe Ie: 764.50 @ 46 LI" 12" STORM seweR ~" ~ INSTALL, CURB INLI~T, IDeTAIL 2/, C1.11 Ie RIM: 769.~0-~Ie w: 764.96 4- INSTALL CURB INLeT IDeTAIL 2/C1.1) Ie RIM: 76S.7fHe S: 164.86 5 9 LI'" 121 STORM seweR .1" 6 INSTALL CURe INLeT (DeTAIL 2/C1.1) Ie RIM: 76S.7Ø~-Ie w: 764.66--Ie N: 764.76 7 ~O LI'" 151 STORM seweR .1" 8 CONNeCT TO eXISTING STORM seweR Ie: 764.34 9 CONNeCT TO eXISTING STORM MANHoLe Ie: 763.71 10 641..1'" 121 STORM seweR.1" 11 INSTALL CATCH eASIN (DeTAIL 2.(Cl.1l Ie RIM: 169.00--Ie SW: 764,41 @2INSTAL,L50L,1'"101, 'STORM seWeRI'"OR CONNeCTION TO ,l'"UTURe ROOI'" ,DRAIN SYSTeM, l'"eeT I'"ROM PRoPoseD &UILDING AND CONNeCT TO eXISTING STORM seweR. !1;\INSTALL 50 LI" 10ftSTO.,RM ,SEWER "OR CONNeCTION TO I'"UTURE ROO. I'" DRAIN SYSTEM, \¿::/ l"eeT PROM PRoposeD &UILDING AND CONNECT TO eXISTING STORM seweR. @ CONNeCT TO eXISTING STORM MANHoLe Ie: 764.2.7 15 140 LI'" ISISTORMseweR.0,4" 16 INSTALL YARD INLeT !DeTAIL 3101.1) IE RIM: 16S.5O--IE N: 164.83--[I!! 5: 164.8~ 17 140 LI" 181 STORM seweR. 0.4" 18 INSTALL YARD INLeT !DETAIL 3/01.1) II!! RIM, 16S.0nIE N, 765.49--IeS: 765.69 19 160 LI'" 15'1 STORM seweR. 0.4 " INSTALL YARD INLET (DeTAIL ~/O1.11 IE RIM, 710.0--Ie N: 766.76-~le W, 766,3~ 21 104 LI" 151' STORM seweR. 0.4 " INSTALL YARD INLETIDETAIL S/O1.1) IE RIM: 710.0--IEE, 166.15--IE N, 166.85 ~ 14 LI'" 121 STORM seweR. 0.4" 4. CONNeCT TO PROPoseD ROOI"'DOWNSPOUT 5 41 LI'" 10" STORM seWER. 0.4 " 6 CONNeCT TO PRoposeD ROOI'" DOWNSPOUT 49 LI" 101 STORM SEWER. 0.4" CONNeCT TO PROPoseD ROOI'" DOWNSPOUT 9 64 LI" 10" STORM seweR. 0.4" CONNECT TO PROPOSED ROOI'" DOWNSPOUT ~1 CONNECT TO PRoposeD STORM SEWER IE: 159.80 105 LI'" 10" STORM seweR . 0.4" ~ INSTALL 2.0 LI'" 61 STORM SEWER TO SOUTH AND CONNeCT TO PROPOSED DOWNSPOUT. 4. 46 U. 10h STORM seweR. 0.4" 5 INSTALL 20 LI'"6ISTORM seweR TO SOUTH AND CONNeCT TO PROPoseD .DOWNSPOUTS, 150 LI" 10" STORM seWER. 0.4" INSTALL 20 LI'" 61 STORM seweR TO SOUTH AND CONNECT TO PROPoseD DOWNSPOUTS. 48 LI'" 10. STORM seWER. 0.4" 9 INSTALL 2.0 LI'" ea STORM seweR TO SOUTH AND CONNeCT TO PROPoseD DOWNSPOUTS, tr> Z < -' 0- Z 0 Z ~ I V') V') < I I- 0- W 0 NEENAH-FOUNDRY R-4040 CASTING CA TCHBASIN CASTING NEENAH R3067 OR EQUAL -- REINFORCING BY PRECASTER MINIMUM OF 11 MAXIMUM OF 5 ADJUSTMENT RINGS >( 24' x 36' _PREÇA$T Yo ¡ - DISCHARGE PIPE x ¡ MORTAR rJ'"" . CURB INLET \ê2J7 1 "=40' , x x ¡ ¡ Ü; ,-" "~'~"~'C~"'"~~-" CA TCH BASIN/YARD INLET STU& TO APPROXIMATELY 5 STUÞ TO APPROXIMATeLY 5 - GRATE TO BE 11 BElOW GUTTER GRADE. 1 0' TRANSITION EACH SIDE OF CATCHBASIN. TOP OF CURB ~V^RJE5 d61 ...... ro H ;J ....:> rn ~ Q)- :::; .,....¡ ,.q h () , H 0< () ~ 1-1 '" 0 '" '" d, ,Pi ~ ;J ¿, 0 g; H ... .. ô ~ :.1 ~:g'" ~ '" t> ~;;~¡¿ ~ ~E ~.s j t> "'" " 0 g~:ã o.~¿ ¡; ,"'IF",g¡ t ."'" 0.«" '¡: z~ê"!' g*.g~ "'ZIl< ~ --1 . U ~ -1 ~ - -1 ø 1U Z 0 >- LU -1 --.I « > ~ lL1 LL LL ~ =:) g;rO ........ ~ ~ 0 IL (!) Z ........ 0 --.I ........ ::::J cO Z LU ~O 1U Z oð z ........ (j) Z 0 U (j) ........ ~ 3'.0. ï I '"l FACEOFcuJr ,", ~[ DIRECfION OF FLOW . ~r --1 « íL ~ 0 U :r: (j) 0 ~ :r: (j) 0 0 l~ r ""' \. date' 0312412006 job' 06-024 d. by' SLM rev: C 1 .1 I"""'."""""""". I ~' , .""""".""'.:;."""""""'."'. -..,......,..........., <,,' "',:.::::."':..,:,"'."';'" ,""""""""'" I........... ,15'/'R'¡::R ~ ;- !.. t ' -- - - I -- - - ~ - - - - - -:-- I liš¿~tr'1~ '-= ! I.... l,j~F~ ¡~1 w f f ~=...J I iI' t1?Jj i ' 11==-r i. . 1= ' ¡ : ¡ ; ¥r ~ i 1 :=1= 1 ; 1~ ' il \: Jt ---+, ',~.. t. i I:' .. II I ---1~ ! ii :" 1~~~~r ' .. i~= ~ t - i :!, . j ~ Ii \'- [¡ii i . j "t. i II 1 1 I 1.51>1 I I r T ~ ,'~~,' ~¡ ~ Ii ~:ç"T'-¡--- . , . , ", ¡ ¡ , : t ~~~~~~, .~ : ,~/ I I '-------.-- ... ~ ..~I ii .... \ \ .... - - - - - - - - - ¡tv , \ \ = \ I I -1+f-KfHi#H+H"H+H+1'~ IN.TA[:.~T F~i . ; i ~ ... 1 ~JI INSTALL SILT FENCE Jt INSTALL INLr:!T PROTr:!CTION , I ¡ AT ALL PROPOSeD INLETS AN~" ! I CATCH6A:NS. 8T~ 1.1 1 Q' SANITARY SEWER EASEMENT PER r CITY OF OSHKOSH ENGINEERING PLANS - .- - -.l. .- - -- - - -- - -- - - --- - -- ----- .. ."....,,~- .. ............. --'" --..,.......,....., .. """""'m""" -- -,...' ,...,~--=,.., :I..... liLT iF ,..< ^" '..' 'ë¡,' ò""""" --.. ""J"" ' ""'"" . --"'," ..... :;";"-' Q EROSION CONTROL PLAN 1 "-An' , .., :',:" <::! ;:;Z; ';~, EROSION CONTROL SPECIFICATIONS EROSION CONTROL MEASURES Erosion control shall strictly comply with the erosion control guidelines and requirements set forth in Section 628 of thø Stat!:! of Wisconsin, Department of Transportation's Standard Specifications. In addition, the methods outlined in the Wisconsin Construction Site Best Management Practice Handbook (WCSBMPH), shall be utilized. The methods and types of erosion control will be dependent on the location and type of work involved. The installatíön fa silt fence and erosion bales shall be in accordance with Standard Detail Plates S.D.D. 8E 8-1 and S.D.D. 8E 9-3, and shall be maintaine.d in accordance with WCSBMPH. '" :';, >.¡ ';;c' ,,< ¡ R¡¡,; )f) ", ., All sediment control measures shan be adjusted to meet field conditions at the time of construction, and installed prior to any grading or disturbance of existing surface material. ~6i ¡ ,.', /'--1' /y Pe.riodic inspection and maintenance of all sediment control structures shall be provided to ensure that the intønded purpose is acomplished. Sediment control structures are to be in a funclíonalcondition at the end of each working day. .. Within 24 hours after a significant rainfall event, sediment control s1ructure shall be inspected for Integrity, Any damaged s1ructures shall be corrected and restored. / ",/:......""...",,:::, .f ¿:.,..,/v ,',' .~.~-~. , Sediment control measures shall not be removed until the area(s) served have established vegetative cover. Gravel mats shall be installed at all construction site exits to prevent tracking of soil. Mats shall consist of 3" fractured stone, 8 inche.s deep, with a minimum area of 14 feet wide by 40 feet long. Tracked soil shall be frequently cieaned and collected from paved roads located near the construction site, AlI1rench wat!:!r shall be discharged into a settling basIn or filtering device prior to rele.ase into storm sewer or drainage. ways. Storm sewer colleclíon basins shall be protected from runoff by enclosing colle.ction basins with fabric fitter føncing. Overland flow shall be prevented from leaving the work site by installing fabric filter fencing parallel to the contours located downhill from the work area. Installation of sediment control measures may be staged to closely follow construction progress, Temporary site restoration work shall be completed within seven (7) days followIng intitial soil disturbance and excavation work. Permanent site restoration and soil stabilization shall be completed within thirty (30) days. In the event of winter construction, said restoration work shall be completed as soon as the weather is conducive to vegetation growth. Seed, Fertilize and Mulch according to Sections 627 and 629 of the State of Wisconsin, Department of Transportation's Standard Specifications, ".""'¡:',," F".. , '";,, NOTES fOR INL£fS: 1. FABRIC SI-Wl. BE REPlACED AT mE fNGINEERS/TOWNS DISCIŒT1ON. 1. WHEN RfMOVING OR MANTAINfoIG INtEr PROTECIION, CAlIf SI-WL BE T!\I(fN so mAT lHE SEDlMfNfTRAI'PEIJ ON lHE GEOTEXTllE DOES NOT FAll INfO 11if INtEr. ANY MATERIAl FALUNG INfO THE INLET SHAll BE REMOVED IMMEDlAll.Y. 3. FABRIC SIZE SHAll BE 8' (MIN) GREATER ON All. SIDES OF THE INlET COII£R TO PROVIDE A HANO HOW WHEN MAINTENANCE OR RfMOVAlIS REQUIRED. -4. FOR INlET PROtECtlON, TYPE C, WITH A QJRB BOX, ANO ADOfOON.\l111" OF FABkIC IS WIWftI) AROUND mE WOOD ANDSKURED WITH STAPlES.mEWOOO SHALL NOT PlOCK 11iE ENTIRE HEIGHT OF lHE QJRB øox. @ INLET PROTECTION 1 "=40' . ! II : 1 ~/fc' WATC; 11 í I : I II , I POST (2" X 2" NOMINAl) -\ I~f- 24' MIN. 42' MIN. L1811 MIN. 6'x 6' TRENCH SilT FENCE fABRIC ANCHORED IN TRENCH AND FIRMLY ATIACHED TO POST SilT FABRIC STAPlED TO POSTS :.NT:"",, COMPACfE~ BACKFill SILT FENCE FABRIC ANOiORED IN TRENCH AND ATIAOiED '. FIRMLY TO POST ~"žOly I I Q SILT FENCE 1"=40' () q ........ '" 0 '" '" ¡ N N ,... ¡ 0 N '" 1) ~ 1Jq>""a m", 0 '" " ~;¡i;",-¡¿ ¡; ~" ~.st¡"",;; Ea~2 00?:'-:8 u;¡ ¡ ¡; ..:í8'~~ t: ."'.. ~~ .,'5, ~ ¡:¡ . ~~~~ A ;::j 0 ¡..., t.? .-. (tj ¡..., ;::j +-J rn ~ Q)~ .,.....¡ ,.q H ~ Ò<r: é~ n,¡,~F;¡" r. n.. Ð<cluJ¡,..ðqø1y or QriCli ArchitecturaJ Group, Inc. u.. 00Iy Foc ""'- Whicl> Lomod. Copymg Or ~ b p,œ;¡,¡ed. .JIdmn 1Jpm ¡¡"p.t " ......J -. <..) 11------11 -I Oé ....J Cf) :z UJ ........ :z øð (J) 0 z: 0 >- i-- <..) UJ (J) ....J lL1 ........ -I 3: <{ lL > lL ~ =:) UJ (Û > ........ ~ ---1 ~ <::( 0 lL fL !L - Q) :r:: :z 0 (J) ........ U 0 0 ~ ....J :r:: 1--1 (J) => Z CO 0 lU 3: 0 UJ _......J :z 0 ø \... ..J r \... ~ date' 0312412006 job' 06~024 d. by' eLM rev: C 2.0 " ..J. SUBJECT LAND AREA COMBINED: 2201346 S,F. (APPROX, 5 ACRES) REQUIRED: 15ï. MIN. GREEN SPACE:: (33,051 S.F, MIN.) PARKING REQUIREMENTS: (PHASE I) PROPOSED 10/566 S.F.REST AURANT (8]981 S.F. NET.) pARKING REQUIREMENTS: (PHASE II) PROPOSED 80 UNIT HOTEL PROPOSED 51400 S.F, RESTAURANT PROPOSED 1,760 S,F, MARTINI BAR PROPOSED 1¡?60 S,F, RETAIL SPACE TOTAL STALLS REQUIRED (PHASE II) :: 90 STALLS :: 80 STALLS :: 55 STALLS :: 18 STALLS :: 14 STALLS :: 167 STALLS TOTAL STALLS REQUIRED (PHASE I & II)= 257 STALLS TOTAL STALLS PROVIDED = 327 STALLS SUBJECT LAND AREA FOR GOLDEN CORRAL: 99,293 S,F, (APPROX, 2.28 ACRES) 90 PARKING STALLS REQUIRED (PER CITY ZONING) 150 PARKING STALLS WITHIN ACREAGE AREA \ ~'" ' I "----.-----,,--- ~ l A-O,~ I , -------r-------------------------------------------------------------------, 1 I \ 1 1 1 1 I I I I 1 I 1 1 1 .. I :" _. -+ . : EXISTING STDRt1-SEWER I',' I ! I I I ¡ 1 Iii I I EASEMENT 1 ,~~, i 1'2 FR1G, iST\A.L~S(~'X1~'1 i i 1 ¡ """" - - !!,:,~~:lt~:J:!~t~HJ1 ¡ 1 SIDEWALK ....... - --.¿ w" "" 'co,.----"'W_""""""w"""'-""-"w....'=~,w~.., 1 1 / ,// I I ú) ;' .. PROROSED MOTEL : i FLO~RS 2 THRU 4= 1 ~ (112IX1201¡ EA. FLR.J : ' I 40¡ô;OS.F.- 1 LU PROPOSED I (TOTJ FLRS 2-4) 1 -.JBOSTON I PROPOSED r-----, (80 ~NITSJ 1 ....J PIZZA I MOTEL I, . ., 1 (80IX68¡) w"..I, '" 1 MOTEL i ' :-:-~ : 1 UJ 54 '0 ,*~1¡¡¡ ~~~þB¡,/@':~I~ I POOL t'I,'""" 1 : : 0 ~] '4 S,F~,""¡h\..t~~,2'Jw;~~T, ¡ (50IX96J) i"!I~l¡"'J,", :',: ~ 1 1 tn æ @!RË1>-AQ9Þ-:§§:.-I x i i,"¡:i,V>, " , ~ 1 1 ~ ~ t..--.. T 8¡634 S,F. I ¡ ir ,'J' '.' .. I d) I 1 a. It RETAIL IRETAIL I I ¡~I,'r,'.."" ~ 1 1 .. .w""" SE~Cj:_1S.l'.b~f;. - --- ----~---- - -q:f.. ", :":f-__l_- -~I¥ -~- (-¡--- --- -"-"ì........- (40Ix44')1f40Ix441) (BUILDING i!J j,,:,"'¡ ¡ ~I~- 1 " 1 1 :.......-. '1176, OS,F,111760S,F, SP,RINKL,' RED) "",i'/"""i",,, "1,,,1 ,",,',,",',',","','j,,','1i> I =1 g: u.~ 1 I' II - J ¡Ii, "..,~ 111.11 -I°..JI I :: =1 j ¡ '! //¡:;~w¡i ¡I::,.,:~,,!~ II ~I ~¡~j: : 1 :z: ""L: I IJL ~ :;';/ !t~[¡; 1.1 '", ~ ' " ':1 tla. ~t;; i [ &1 I 1 a. ..-..-..-." ',"',;;.1.'.,'..15,1 ,,1--11 ¡ ¡ - - - - - - =- _.'~::=::~."'.""""""'~..~.'~,-,','."~,.,",~,,"'.,'::,"':,.,""'..~~,;,'~t:;:J ~l,.:".,,:,:,"~,',","~, _:~ - ~ ~s: : I 1 .,', mw"""."':'::;",.,."-,,,.:r;j J/::::U3 :;;1;::;1 : 1 1 \,---- ""','1""'.. j """""""<"'",f:."'t".J,.: ,"'Q I~,' I"" I. I .-,-..~,',~"':"":' ---"":'-.. T,.¡ '0:" o----<ll-~ï- 1 I LINE OF 'J,.',"."'"r,,',;,""',.\,..',,' "¡"i q<1,'.".,.'i,O If I ~I:ß I 12.28 ACRES .1 ',' [~'+"" ":' ,'., ,Iill "~'" 1 (FUTURESPUT] ".'I,"""\.~.&."Çi\k,--,'...",;,:,')" \"','..,,.:,. 1""'.'.,",""',""'." !: ,..J.IO I 1 ,"1,1,," )",',""l\';I \1' ¡"',,",' I! <i:!<i: 1 ',' ,.' I,.,' ;' 1 Ij!" ) ¡¡; Id) 1 :1 \D ':\:\\::..:,,=:~~- \ t~¡¡: :','."¡::,í ; ~I~ : .\ "".' . \ . .,,"', 'I ' " , , , 011- : \D :, \::~ ë~~~-==l~ \ ~ t ~~_.:::,I.,li ¡:#,:' ~ i g!~~ : : r'\/<..\Í.f.,:,'~.:,--::,'--~." \ ---.-"I:"':.¡',",ì,:".".,:"I.' I jlgj : IJ--. ,L\:.q;",."--~(j)_..-\ '¡;;',,"',',,'" ~11\5Jl. I " t--aJ .. ,,' , \ .--.~' "ill ' , ' , tIJ ",tIJ I 1 \- :-\,".("'.,:"",.",--%/, \ .. . '~,=-,~.,,9t1,'.,...,í:..',..""'..,1.,' ¿-~> , I gll~~ 1 : óJ : \:' ': ': '.' .,,!>-- \ ¡ 7 ¡RiG, STtLSI9,S'X19'1 -+ :ò PRKG, STALLSI9,S'x19') ~ t .._~-' "I" ' , : ": Î~~_._\ ~¡ _..J : 1 ',í',.'. \ II" "-~'-f¡"':.æ' 1 : ~~6~~~LK ci- ':\.\:\.~.:".,',.,:,:,:' ,'. \ ,,' ,...,' , ' ,,' . ---<1)-_. ,.,<',' I -,~i~~~~~~RANT : 1 \U\\:""""--~- \ // ,/ / ,'.." , i' " I : ..J : \{k " H /PR,oÞ,G},tJðA~pß;" . "~ ; ~~¡¡",'G : ¡ .~::,\~..,:,,:,.,::-=}~,,",~-\. .[I}'¡;; ",,/~::,~.,.../,"'."'.,/.,.,'.'."k,..,',Q,',lj~"~.,,g.,,~,\,..~eb.,...~,.~s.,!,',~,'.:,:..,i.~,:,r.;,.",/,~",,',{.:,N,',ii":~,...,.,'~,~,',',,¡,,"',r,',',,,/~~J"" , ,..'l"",,,",:':!,'. I : 1 \Lì ,V\':",. - 6/ \ '~i """ ,/ Œ,ESTAU~AN--T)' ---~,;¡ I I 0 "A,"'~"/~/ \ --..~~, //,'(",9,J?RIN"',,,K,', 1;E;--R,E" 0.,)'/, ---!:'i':'.',~ I 1 :"~(~::,'=-~~ \L_-'w" / ,/// ,// '//'/' I ' , ~¥ -,- <:::-- I : 1 ."""....""""//" ",..,'--",. /, '/"""/ -.....1"',""""" 1 I"" - - N 9DEGO1'12"W :;',,2,O5-¡----;'---=-----~" '_I.:.!' ," I 1 1 CONCRETE 0 I I \ ELEC, TRANS. ð I 1 1 \ PAD '" 1 (g /' - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - -- - - - - -:- t- - - - -- __;, , \ I \ i \ ' CD 0 I f'. C\J I (') 0 s w - > w a: z <:x: ...J a.. w ~ - Cf) @ ~~,~RALL SITE PLAN ~ + ó ¡::¡ f-< :g P.. ~ g ~' I-; ~ û ~,':è~ ~ ~~,~~ B \3,137,-§ () g i'I ¿, ,g r:/) C) 5 8~.p 11) '-!-' U ~ ¿ ¡¡¡ '.-I:.a '" "" ~ ,11 ;....¡() ~ífij~ U -< ~Hn OCopyrighl Thi<Prim!~Fil, Is Tho Ex"¡œivo - Of Gries Architectural Group, Inc. U.. O;úy Fot Puiþooo WJri,h Ioonoð. Copying Or R<oprodn<ing Is Prohihitod. ReIUrn Upon R<quèst - - -1 -1 I----t æ:: ø U -1 -1 UJ z: 0 >- UJ -1 -1 <{ > z: I--t oðú) z 1-8 LU~ LLS: LL => cO {}::: UJ > I--t {}::: {}::: 0 lL ø z I--t (:) -1 I--t =:) cO -1 .q: æ:: œ: o~ 00 ~ z~ LUo 0 -1 0 ø s: UJ z: date' 0)/1711006 job' ~4 d. by' LC!" rev: A 0.1 PROPOSED NEW, DRIVEWAY ¡ =1 1111 enl eel :1:1 a. ~T r I J I I I I I ---,-, ~:f -I, <I' ..-- ~---- t[) Cú - @ " *~';<~i>.,\i1{. I, , "" "" III en ee z a. /' yt[) 'Ii '\f" . t ~ .i-:...;~: c<) .y I ..-- :>1~ IOJ Y' éliD "I g \ú) .,1 -f , ¡¡ LINE/EASEMENT NEW STORM I CATCH BASIN- I REFER TO CIVIL I ;¡< , I T:~ . ~' '--- ;;--- LINE/BLDG. SETBACK NEW STORM, CATCH BASIN' I REFER TO CIVIL I FUTURE SIDEWALK (J' .. vih ..,.:~,&."" 9DEGO1J1211W ,.~I'~""" . i,l ", 'i , " -'~ I ~ '? 'r LINE/BLDG. SETBACK \ \ \ CONCRETE ELEC. TRANS" PAD G) ~::.RTIAL ~ + SITE PLAN ALL ROOF DRAINAGE aHALL BE TIED TO STORM SEWER SYSTEM, REFER TO CIVIL DRAWINGS, .......J .......J (.D u ¡...-.f - æ::: 0 .....J - ø I -.l " LlJ z: C\J t--t z: oð (f) I 0 z: ("t) I- 0 0 >- U LlJ ILl (f) S .....J t--t .....J IL 3; W « LL > - => > æ: LlJ cO W > a: t--t æ: .......J Z æ: <:( 0 æ::: ~ LL æ::: ...J ø O :r:: a.. z: (f) t--t 0 0 LU (:) ~ -.l :r:: r- t--t :Z: (f) ==> - d) ILl 0 (f) 3; (::) LlJ .......J z: 0 ø GENERAL. NOTES . PROVIDE SILT FENCE AND OR BARRJER AT LOT LINE! CONSTRUCTION GRADING LIMITS AS REQUIREO BY CITY! TOWN$HIP. PROVIDED BY EXCAVATOR. REFER TO CIVIL PLANS. . ALL PARKING LOT LIGHTING SHALL BE OF FULL CUT-OFF TYPE TO AVOID LIGHT SPILLING ONTO ADJACENT PROPERTIES. REFER TO SITE LIGHTING PLAN, . ALL ACCESSIBLE PARKJNG SJGNAGE SHALL COMPLY WITH STATE OF WISCONSIN ACCESSIBLE PARKING SIGN CODES, . SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION, . ALL PARKING STALL SIZES SHALL BE AS NOTED ON PLANS. . NO HAZARDOUS MATERIALS WILL BE STOREO ON SITE, . ALL CONTRACTORS SHALL VISIT THE SITE AND FIELD VERIFY ALL EXISTING CONDITIONS, PRIOR TO & DURING CONSTRUCTION. .. ALL DEMO, MATERIAL. SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND MUST BE REMOVED FROM THE SITE IN A T!MEL Y MANNER UNLESS NOTED OTHERWISE, . ALL SITE UTILITIES MUST BE FIELD VERIFIED PRIOR TO EXCAVATION! anE WORK, . ANY PUBLIC SIDEWALKS INS1DE THE PUBLIC RJGHT OF WAY THAT ARE DISTURBED OR DAMAGED DURING CDNSTRUCTJON SHALL BE REPLACED BY PROPERTY OWNER, ADJACENT MATERIALS SHALL BE PATCHED TO MATCH, UNLESS NOTED OTHERWJSE, i =1 lIIi enl eel fl ~.._.' I -I »11 ee. :1:1 a.1 t EXISTING FIRE-HYDRANT I EXISTING j FENCE I I I I Q ,.E .,., '" ~ ~ 6 N J", ~ a ",~æ~ ~~~] ~ ,.. <', q U¡:)~ ð:¡;;liI "3"' c> ¡¡ 8~':'.'¡¡' z~h ;¡;z¡î;[< 0; :::: 0 !-< V .- ro B u r:n Q Q) ;~ .,...., ,.,cI ~ e U~ 0 ~ TIm PrintlCom¡xrlrr Fik ¡, The Exol..iv, Property Of Gries Atéhirectwal Group, Inc, U" OclyFocl'>upo>o WbichJ.-.,J, Copying or R<J"XIUcing ¡, Prohibil<>i """'" Up'" Ilequo<l "" ~ date' 1J)J27120/Jf, job' ~.~ d. by: I.C!' rev: r "" A 0.2 \. ~ Fu'rURE SIDEWALK \~ UJ UJ œ: \~ ú) œ: lU ~ ~ llJ -" t 0' -I 1&1 en/ ~I ~ Ia. - 1&1 en CC Z Ia. PROPOSED NEW DRIVEWAY ~ '? i'> L':A I ,~ I I ' , n-- I' ¡i II I IvLINE/ðLDG' I SETBACK I ! /'""1'--.., I '," ! I ~LJNE/EXIST, STORM SEtHER EASEMENT¡ :>6"'9": ! I I I I --+--I--T I~ , % ,lilt '~\V"~ ,= ,A :~£l ,ø!f" I ~l " ð ¡' I" ':;:L"t i + ,r I", ',',<,',: ,"¡,!',:,',' "h~,"-'---.'--, "",I--J-t-L------ I' ,.. "[ I ,,- <>: ¡ I " ¡ ~,'---~- f ¡ I" ,/rr, Ê!. ~I I ¡ I,' " '18"'",',(.""'.,::1:,.,,,",, 'J,""",I.",,'::.,~,,\-, fi,'-::1-t--- ---1--.---.- 1'1' ., ;,~r~:,:) ~."'-- ! ! I' o.,CI:'~ø~-' I 1,,'Nlii ,Il SOI"o", I \ 'v ~S5J.I /' ' ; ¡------¡ I' AI" ! I 1"'-'4; ..",--~ I I I' øçþ I I t,"llJ <0 I ' -'~-~-=-i" I II G"\'f- ' i I ¡ I, ~ I' ",¡", -'--~-.- ,i f :>8'-5" I ¡ "",~ 'í' f+._- 1 J 0 I'" I I ~ I ~ I 2" I' , I I x ~ L ' A I m I ¡£ ii" 1 I I I ..,~ ~-Î~<j)-'-' " r I --' I j l' ., I I EXJST, PYLON SiGN' <1: I <1: 1 '" ! ~ BOT, SHROUD ¿ ¡TOP CABTÑETa;~-'i-----t;--.--- 1'" ',' I" TO BE REPLACiD WJTH ,:EW j---L--~-- I"¡ 1 "- I "- I , I' , " REBUJLD RAJsED PLANTJNG-;:¡~r'~---'- 115 ¡' , AREA WI M.lÌSONRY TO , I~¡ ¡: MA¡ '1," 'CO~'O:~i--~= 1\~,,~] ., \ ._~oWJI, ",I .- .'1 T-HK, co ¡Œ>lf)I.. ¡ LJ~ \ !U~I :-~_-t-"I:fP~CAL lOl' ! -~--~~ I""--r", """",,,"1, :>1,.5":1 I ¡G¡ "~Ç" I """i" NEW CUR I I Z r ,,1'1 '-':i'l STORM J LET -.~-i"-~-'-- , ,d ,," +" I" REFER T~ CIVJL I r ",I ,,' ""'-, "",,-, d "-"-.'-.j-"-"-'.-""", ~":'-"-.. .¡, " " ",0,.. \, I ---, " .¡" '\ 'i ' ",Ii" I "¡:'..~~"¡,,+,,lv,: " I 1 'i ,. ': "'-I ----~---q: 19'-0" ,i +: -~!:'! m, \ .._~-, : I I ! '-~--- I I I :>6'-2" A=.S89D -"1- ",(~".~.i'.~T7" '" I'~~ Vl I i ! '=[/ I ;; ~R~~l~A:-L~9:1~ - - I I I I "9 ;¡. '"' 108'-0" ~ --'----,-,----,-- ,~~.~:,::>",j"_...""""..,...."""....L..".."..""..,...,",.....,,,.." I .... '-. '--" --.. I------~"I--~..--- ----¡ \ ç \ - \----- II-~.-----t "----~----._- 1 ... ' \ " "....."""."\,,,,'H","""H'- "J.\ /:/":\.."'" .: ,\ \ 147"'1": ,/ "9 "' ~ CONCRETE E'LE'G. TRANS, I PAD I I NEW STORM I CATCH BASIN" 1 REFER TO CJVIL l[) Cû """"'"' I J ö ' L,,¡,ò' ~ 1'J, --..-..-..-..-'D-..-..-..-..-.. "-"""6í"'TH'k~"ÒONC:"PA.v1NG- REINF, WI 6x6" W1.4XWt'Zf'-W.W/:, !'\""C)",)/" /, ,/ ""'., , /' ~::, ((;.;.;:;;:;)ì "../" ""...'" '", ....,.{ I.::'::::::ä. , PAINTED PJPE BOLLARD" REFER TO DE'T, I1/A-OA, TYP. Q) ~~.RTIAL ~ + SITE PLAN GENERAL NOTE..2- . PROVIDE SILT FENCE AND OR BARRJER AT LOT LlNEI CON5TRUCTJON GRADJNG LJMITS AS REOUJREO BY CITY I TOWNSHJP, PROVW!;;D ðY EXCAVATOR. REFER TO CJVJL PLANS, . ALL PARKING LOT L.JGHTJNG SHALL BE' OF FULL CUT"OFF TYPE TO AVOW LJGHT SPILLJNG ONTO ADJACENT PROpeRTIES, ReFER TO SJTE LJGHTING PLAN, . ALL ACCE'SSIBLE PARKING SJGNAGE SHALL COMPLY WJTH STATE OF WISCONSJN AcCE:5SJðLe PARKING SJGN CODES, . SEE CJVJL ORAWJNGS FOR ADOJTIONAL JNFORMATJON, . ALL PARKING STALL SIZES SHALL ðE AS NOTEO ON PLANS. NO HAZARDOUS MATERIALS WJLi.. lie STORED ON SJTe, . ALL CONTRACTORS SHALL VJSIT THE SITe AND FIELD VE'RIFY ALL EXISTJNG CONDITIONS, PRIOR TO I:. OURJNG CONSTRUCTION, . ALL DEMO, MATERJAL SHALL BECOME' THE PROPERTY OF THE' CONTRACTOR AND MUST BE REMOVED FROM THE SJTE IN A TIMELY MANNE'R UNLESS NOTED OTHERWISE" . ALL SJTE UTILITJE'S MUST BE FJE'LD VERJFJED PRIOR TO EXCAVATlONf SJTE WORK, . ANY PUBLlC SJDE'WALKS JNSlDE THE PUBLJC RJGHT OF WAY THAT ARE DJSTURBE'D OR DAMAGED DURING CONSTRUCTJON SHALL BE REPLACED ðY PROPERTY OWNER, AOJACENT MATERIAL!> !>HALL BE PATCHED TO MATCH, UNLESS NOTED OTHE'RWJSE, . ALL ROOF DRAINAGE SHALL ßE TJED TO STORM SEWER SYSTEM RE'FER TO CJVJI- DRAWJNGS, EXJSTJNG FENCE -t ~I enl ~I D. ! I i . ! I I i ~¡ UJI CC Z la.1 I , u .s §< 0 õ :§ '" ,,\ '" ,.. ¿ ~ ~ g",d øi9"-<'è :¡¡;;;",1j !Ls:;¡¡ ~ ~ g~\1J 8,¡j~ ~ 'Jj3:N:J --",,':'":'61 ;Z;gg¡i ~H~ tid B CJ'J () Q) ,-ê .,....¡ A ð~ oO>pyrigbt. ThisPrinti~Fil, js 100 E:<du."" Propcdy Of Gri., Architedu.-al GroUP. Inc, Use Q,jyFo< J>aq>ooeW1ñchLoontd. eo"ymg Or Reproducing II Probibil<d Rdum Upoo Roquest -1 . -1 <...) ....-. .. Dé to ......J .. Q) 0 ......J I u.J z f'... t--t Z oð ú) C\J 0 Z I I- 0 cry >- <...) 0 u.J tU ú) ......J t--t $ ......J LL ~ « LL > UJ æ::: => - u.J rO > > UJ t--t æ::: -1 a: æ::: <:::t: Z 0 Dé lL Dé <:( ø 0 I ...J z ú) t--t <..) 0 a.. 0 ~ ......J I UJ t--t :Z ú) ==> I- íO tU 0 - ~ 0 (j) u.J -1 z 0 Q) date' MI111200. job' 00-<)2+ d. by' IU rev.' r ""' A 0.3 '" ~ FIN, GRADE- SEE CIVIL SEE PLAN CONC, BRICK ROWLOCK- KING SIZE BRICK, BY COUNTY CONC, OR EQUAL COLOR AS SELECTED BY OWNER I. ARCHITECT g"x4"x16" SIZE CONC, BRICK- BY COUNTY CONC, OR COLOR AS SELECTED BY OWNER I. ARCHITECT FROST WALL" SEE PLANS ELEV. DUMPSTER @ 1/4"=1'-0" ROUND TOP AS SHOWN 6" DJA STEEL PIPE FILLED WITH CONCRETE I. PAINTED COMPACTED GRAVEL @~,rp, BOLLARD DET. 6" CONC. SLAB- SEE PLANS -CONC. BRICK ROWLOCK- KING SIZE BRICK, BY ~ COUNTY CONC, OR EQUAL ~ I TO MATCH BLDG. MASONRY I I 8" OEEPBOND BM. (2 UNITS HIGH) I W/ REINF. "SEE STRUCT. 8"x4"x16" SIZE CONC, BRICK" 0, BY COUNTY CONC, OR EQUAL i¡ TO MATCH 5LDG, MASONRY I , , I @ ~,2"oD 0 VARIES- SEE PLANS TOP/SLA5 FIN. GRADE- ~ I SEE CIVIL PLANS +J I -4 6IVARIES" SEE PLANS . ~ TOPfFTG, @ :,~~EEN WALL SECT. NOTE: I GATE ¿ GATE SUPPORTS SHALL I 5E PAINTED TO MATCH BLDG, ACCENT COLOR 9" 28"'0" GAL V, CHAIN LINK FENCE GATE Wf PVC SLATS ON GLAV. PIPE ~ FENCE FRAMING Wf SPRING HINGES PVC SLATS COLOR SHALL BLEND WITH BUILDING COLOR (PROVIDE LATCH ATTACH TO WALL, TO SECURE GATE IN CLOSED POSITION) ~~~D~E~g AREA~/ ~~gCp~l~~WALK-~~. .' .. ."~. ~~~. \ ' \ ""'" ~" X 1/4" TS ~" X 2" X 1f4" GRILL WORK"TYP. 6". CONC. FILLED PIPE, TYP, REFER TO GATE HINGE DET. 16 I. 17/A7.2 (TYP, . BOTH GATES) '"' 4"X 14" X 1" STL. HEAVY DUTY II I ANGLE FOR CANE CASTER. ONE ' ++ BOL T"WELD TO STL P I I ___~_2_-~~~~~.._---..__..- ER GATE, TYP, I D~ ----- ..--..--- ---....--------..--.,L-.J---___------i- 7 CANE BOLT. STANLEY A-O2 '*1010 STEEL 18" LONG- . ONE PER GATE (WELD TO STL, PLATE ON GATE) @ :,:O~V, 8" CMU WALL SPREAD FOOTING IREF. ONLY) PIPE FOOTING (REF, ONLY) 6" PIPE CONC. FILLED I ! ) I toFIWALL I I I II~ -"= L -'- ;:: I d) ~/"'1"\ " ,f.-- --J - - -,/1 I /""'-1-><:/ / ",,-"- LOCATE HINGE, ,/ " I ,,-"-,,- @ 45 DEGREES / I "- "- OFF CENTER / "- "" "" CJ) ~ ~C~E G E LOCA TION DET. LIGHT POLE- PROVIDE 14) POLE Wf RECEPTICALS AS INDICATED Wf ANCHOR BOLTS AND BASE PLATE IPER MANUFACTURERS SPECS.} ASPHALT PAVING 24" DIA CONC, LIGHT POLE BASE 141 '*4 RODS VERTICALLY Õ .1 '" 11~ ROD TIES I§> 12" O,C, 1 If4" CONDUIT =======PER ELECTRICAL CONTRACTOR 5/8"X6',,0" LONG COPPER GROUND ROD BY ELECTRICAL CONTRACTOR "- "- "" "- "- '" LIGHTPOLE BASE CONC. PAVING- SEE CIVIL PLANS CONC. CURBING" SEE PLANS CONC. PIER/FTG,- SEE _..--_.._~~:::-'-_..------_.----.._',c STRUCT, FOOTING BEYOND @ DUMPSTER 1/4 POSITION STOP BAR AND ASSOCIATED BLOCKS TO ALLOW GATE TO SWING OUT 105 DEGREES STOP BAR STOP BAR BLOCK WELDED TO STATIONARY PIPE (TW,I 6" DIA STD PIPE WITH CONCRETE STOP BAR THIS SECTIO,N OF PIP~\ NOT TO BE WELDED TO VERTICAL POST ZERK GREASE FITTING TS4X::;'X1/4 OFFSET SECTION CUT TO MATCH RADIUS OF HINGE 8" DIA DBL. EXTRA STRONG PIPE TS4X::;'X::;'/16 (TYPICAL) 1/4 1/4 1/4 1/8" DRILLED HOLE (TYP,I 1/4" END PLATE Q ~~~E HINGE DETAIL STEEL FRAMEIPOST SUPPORT" SEE DETAILS &. PLANS STEEL CANE BOLT METAL WASHER ANCHOR WELDED TO MTL, GATE FRAME Q) ~~rE LATCH DET AIL 8", 1,6'-8" '-"--.."..--- 4',0" 6 A-O.4 I ~, 1fr A-~'4 '~"J:4-' I' "' SIMc': ;:;'"'7~-'=~~"î" ", / 1 ! .I <. ' ;;,' " - "'" .. ",' ,~ ~ P J / Opp, I! ~ // HND, ' I / --" " " ' PIPE BOLLARD'SEE SECTION, TYP. .' ",I r------"--""""---- , I ,'1 :oj i I 'l'.hl U' , GAI.V, c~;"IN !-INK FENCE GATE~~"':"/ Wf: PVC SLATS ON"GLAV. -PIPE: FENCE FR';;'i\oIING Wf SPRING HINGES PVç SLATe; QÇ>LOR SHALL BLEND WIl'H BUjL,OING COLDR !PROVIDJõò LATÓ..¡, AT:rACH TO; WALL, to SECURE GATE<INCLOS:EfD 1 PO$ITIONI 1 ' , ;"----""'_""",--,:j---"""'; ;"-_...~----....,, ..",--.._~ '.,--------------------,:;"---, I r.. , ' , , ii" Li " ,': , <; CONCRETE APRON-- SEE SECTION CANE BOLT HOLE LOCA nONS, TYP, 4,1_8" 4t DUMPSTER NOTE: SEE SITE PLAN ~ FOR DUMPSTER ENCLOSURE ORIENT A TlON. ------' ENCLOSURE Q 1/4".1'-0" GA TE PIPE 9"~ I I I I //""""'" CONG, BRICK ROWLOCK. I" KING SIZE BRICK, BY COUNTY CONC. OR EQUAL COLOR AS SELECTED BY OWNER & ARCHITECT 8" BOND 8M, Wf 'SEE STRUCT. - -..8"x4"x16" SIZE CONC, BRICK- õ I BY COUNTY CONC- OR EQUAL ¡Ò, COLOR AS SELECTED BY I OWNER & ARCHITECT I l-'CONC, FILLED I ~~6L~~~~It~E PLANS , , VARIES' SEE PLANS TOP/SLAB 114 REBAR ¡VERT,) I§> 2>1," O.C", TYP, (GROUT SOLID) snE CONC. APRON. SEE CIVIL PLANS GRADE- CIVIL PLANS 6" CONC, SLAB" SEE PLANS FROST WALL" SEE STRUCT, *4 DOWEL. :Ò2" O,C., TYPICAL IEMBED 2' EoW,! (GROUT SOLID) ! "$VARIES' SEE PLANS TOPIFTG, ~~p~g~EL I§> 12" O,C" 24" 24"1 Q) ~,~o~PSTER SECT. "", r CENTERLINEfPOST - "',::,',",',1"',','"",,,, SEE PLANS FOR LOCATI~, ' -d;I,""':":"""".',.,",",",' it: 1" - :BJ , .,JILGAP ¡VERIFY) /'----'U;¡FER TO ..-.--.. , ,.'" ""._,,>~ - -- , ""'" '" -...-..'-<...,..,¡; \' " GATE HINGE R7 OET, 8 I. 9/AO.;> !TYP, . BOTH GATES) NOTE: GATE COLOR TO TS ~" X 1," X 114-'" " MATCH BLDG, ACCENT GRIL,L 'WORK, -TY,P / - ;;". C, ONC. FILLED COLOR SEE ELEV, 2IAOj PIPE, TYP, TS ;;" X :ò" X 114"- FRAME, TYP. Ç1) ~~o~PSTER GATE SECT. if '" ';> ~ CD 0 I f'.. (\J I cr) 0 Š UJ - > w a: z <:t: ....J c... W I- - (f) Q .s ~ ,', ~, ¿; 1iÎ :;; E",;;EI ""&;'¡;~ '¡¡jv " '~:';fã ¡¡-§~ ~ - 0;:';:;3 8 -~ ¿; ~ f:~¡;;X¡ - -" » i;J, ;:¡jê¡< ~ž~ ~ §-' 0 f-< 0 -' ro f-< B r:I"1 ~ t1) :~ ...... ,.q ð~ QCOpyright TIWPrinV~Fil< ¡, Tho Exduaive ~ Of Gries Arehitectu",l Group, Iuc. U'" Only For 1'!ttpöo<: WlDcl> L""""- Cöpymg 0" Rtp<OOno:ing ¡, Prohibited, Rdum. Upon R<qiIesl -I -' (.) I--t - ~ --.I --.I (!) 1lJ :z: ......... :z: cð ú) 0 :z: I- 0 >- (.) LU li.J ú) --.I ......... --.I lL 3= « lL > œ:: => 1lJ lÛ > ......... œ:: -' œ:: .q: 0 ~ lL ~ ø O ::r :z: ú) ......... <-) 0 (:) ~ --.I ::r ......... Z => ú) cO li.J 0 3= 0 1lJ -' :z: 0 Q) date. 03/271:1000 job' ~. d.by' J1:!" rev.' A 0.4 INTREI<NATIONAL t>'11'16OL OF ACCE55161L1r-r IT SHALL ð" TH" R"SPòNSI5ILrT'( OFTH~ OWN~R TO INSTALL IWH~R~ SHOWN H~"~ONI, 5AR!tl~" ,.""~ PARKING SIGNS IN CON,.ORMITY TO WISCONSIN ADMINISTRATIVE COD", TRANS noo,01 HD"'" PA"""""" SIGN ~"'\d'", HI>!. Sitt Ieee DETAIL FO!< ttxT) ",or¡' ~, DÇ~~, ,PI~~T ~ <>IOADE ¡, : -¡. :: '" CONe. PIER ,,:.. W ~ -- ......... 1Ia,. -- - ;, VAt t>IGN pO5T DETAIL PAIiKI"" SIGN DETAIL I-1ANDICAP PARKING SIGN DETAILS NOT TO SCALE WALL OR POST WNT'D.\ SIGN AT eACH SPACe \ "AëœSSìiŒîiõlììi", ó. EE SIT PLAN 0' M1N 6' "'IN OR 0' "'IN FOR VANS MIN, DF t1I VAN SPACE 1& REQUIRED 4ANDICAf'FED f'~ SPACE€> "" ....... .... ,,- ..... .. ... .... Q) ~~~ SIGN ,., <>RttN TEXT . ßO!ODER SIt; ~Jy~(k- U>!ITE FIELD FIELD U!-IIŒ I!-!tEI'i!-lATlæAL $11"16OL <>RttN ŒXr ()REa.!I""D 6EE 'pUN "'* LOCAT"'*' MAX, ON 1:12 i CONCRETE eIDE- WALK" SEE PLANS NOTE" ALL RAMP SURFACES SHALL HAVE A SLIP RESISTANT SURFACE, CONCRETE CURB- SEE Pl.ANS EXCEED ASPHALT PAVING" SEE PLANS Q) ~.~,A RAMP DETAIL DETAIL Mounting Height Deto.il I Pol, H"oht . 25' 1 "',vo'bn (~,,~, (Pole >m 0..10" by Dt""rs) Sco.le' I" 30' 30 60 L'-'Mlno.lre Schedyle Pro ed' Ryyd Liohtln Pro d Qtv Svl'!bol Lo.bel D!?Scrlotlon Lul'!ens LLF Addltlono.l EaulM!?r1t/Inforl'!o.tlon 6 ...... A AC2440-M ~OOwMH 33100 0.650 PS4S25C1BZ <25') Pö\e, SBL~16 Bo.cklloht Shield 3 - B 2x AC2440-M 400..MH 33100 0,650 PS4S25C2BZ <25') Pole 9 .. C ~ x AC24~0 M 400.. HH 33100 0,650 PS4S25C6BZ <25') Pole 2 n D E3407~D 70'" HH 5000 0,650 ESB'7 Surfo.ce Mount Box <If reaYlred) 3 ø E 2 x ACB44ü-M 400", MH 33100 0,650 PS4S25CTBZ <25') Pole, PBD 2M Fixture Bro.cket, SBL-16 Fixture MountlnQ Helgh't'" 2B' o.fg URLU LU [D) ~ UGHr~NG Ruud lighting, Inc. 9201 'Washington Avenue Racine, 'WI 53406 1-800-236"7000 www,ruudlightlng,co" roo1;co.ndles shown o.t gro.de using "eon lu"ens Do.te' 03/22/06 FilenaMe: GC-DK'WIEDHRJ.0'32 Lo'yout by' Eric H. Project NO,Me, Golden CorrO,I Project LocO,tlon' Oshkosh, 'WI Nu""ric SY"I'!Orv Pro ectl Ruud Uohtlno Proiec't Lobel Ava Mo.x I Mln I Avn/Mln Mo.x/Mln Po.rklna Lot 4,23 1B,B 10,4 110,58 47.00 Prooert Uno 0,21 0,5 'I '0,0 To,oO 0,00 proJ.d conditions thot d'Her 'ro" those provld.d to Ru,," wilt oH.d field results, (u"lnolre test procedures ore <onducted In 0 loborotoryenvleon""nt. 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J--t - ~ .....J .....J ø LU Z >--t Z oð tJ) 0 z I- 0 >- (.) LU LU tJ) .....J >--t .....J 1.L 5 « LL > œ:: =:) LU cO > >--t œ:: --I œ:: « 0 ~ LL ~ ø 0 I Z tJ) >--t U 0 (:) ~ .....J I >--t :z tJ) :=J d) LU 0 5 0 LU --I z 0 ø date' 0)/1712006 job' 06-01. d. by: I.Cf rev." "'\ A 0.5 ~ ...,,"-- r :;!:: ~., ~ ì.'::: Mj rb I - I L_- 120VQI!s 6.8Amps 120Völl¡¡6,()Amps 3" Open Fa<::e Neon LeHers Pms ta7c Red Aluminum Racëway MatchWali Calor Stand ardBu î Iding lette.1'S @ ~:A~G, SIGNAGE IIBI! (GOLDEN CORRAL BUILDING) 1 I ! .1 '" 'or -" Ó " CO 1 i I I L...- ..."", - 2"16'.&7 ,"","ro '°, P901796"'1u.",ft,) . . 12' 120Völt$ tt8Arop$ 120Volts I).OAmps 3' Open Face Neon Ll1ttenl pm¡¡ 1871';: Red Aluminum Raceway Matcb Wall COlor 120Voltlil $.6Amþ:$ Routed Aluminum Face Pros 187c Fled White U!xan Letters Standard Building Letters Q) BLDG. NO $CALE SIGNAGE IIAII (GO LDENC ORRALBUILD I N GJ 4!HJ29 soqoam It, 17.33 square ft. We:';,.'. PYLON ~ NO$CALE S I GNAGE (GOLDEN CORRAL BUILDING) "CU Q .s 0. ::: 2 u @ '9 f-:1 ,~ <> '" i1 ~ E! g:gæ8 ~~ <i .¡¡v.~ .8 ~", '" " U~~ ù ,,~ ¿; '~ 'B ~~.~ Z~1J¡;i ~~¡!]~ .- oj B <.) rLJ 0 (j) ,t: . i"""i ,..c: 1-< <.) 0'< Oç.,.,ngbJ.ThùJ>rintl~fil, J,ThoEx,!uo;",)!roportyOf Gri.. A<éb;t<ctwal Gcoup, Int. Vo< Only Fot Puqx>oo Whioh LöonOO. CUpying Or ~ÍD& 1< Probiliit<d. R""'" Upoo R<qu<ot (D 0 I t"- N I CV) 0 š W - > w a: z c::( ..J 0- W I- - C/) - - -1 -1 f---f œ: (!) <-) -.J -.J l1J :z 0 >- l1J -.J -.J <{ > oð :z ........ ú) :z 0 <-) ú) I- LLI lL lL ::J cO ........ 5 œ::: l1J > ........ íK:: ---1 « œ: œ: 0 U :r:: ú) 0 ~ :r:: ú) 0 œ::: 0 lL ø :z ........ (:) -.J ........ ~ cO 5 l1J :z z: LLI (::) ---.i 0 (!) date. OMm~ job' ~. d.by:ðOO rev.,' "'" A 0.6 '- ~ .!iQIE; CONTRACTOR SHALL PRUNE CROWDED, BROKEN, OR STRAY BRANCHES, CUT FLUSH, LEAVING CAMBIUM EDGE CLEAN, LANDSCAPE FABRIC- ~.. THK. MULCH LAYER FORM SAUCER 2" DEEP TO HOLD WATER HAND TAMPED PLANTING MIXTURE - 1 PART APPROVED ORGANIC MATTER UNDISTURBED SUBGRADE .. 4 PARTS NATIVE SOIL ,. 1/2 LB, 10-10-10 FERTILIZER PER CU, YD OF BACKFILL OR APPROVED SUBSTITUTE CONTAINER SHRUB INSTALLATION SECTION NO SCALE tlQIf.¡ PLANT AZALEAS AND RHODODENDRONS WITH 1/4 OF ROOT BALL ABOVE FINISHED GRADE ;;.. PRUNE PROPORTIONALLY TO COMPENSATE FOR REDUCTION OF ROOTS AND TO PROMOTE . . NATURAL CHARACTER OF GROWTH SHRUB SHALL BEAR SAME RELA- TIONSHIP TO FINISHED GRADE AS PREVIOUS EXISTING GRADE CUT & REMOVE BURLAP FROM 1/~ OF ROOT BALL :;" THK, MULCH FORM 2" DEEP SAUCER LANDSCAPE FABRIC MIXTURE TO BE TAMPED ~~"1" . ~~~:::~M::;;~:::;J;' VAR:~~~'\;';;';T~ ORGANIC MATTER TWICE ROOT BALL SIZE .. 4 PARTS NATIVE SOIL 1/2 LB, 10-10-10 FERTILIZER PER CU, YD, OF BACKFILL OR APPROVED SUBSTITUTE SUBSOIL BROKEN WITH PICK BALLED .$ BURLAPPED SHRUB INST ALLA T I ON SECTION NO SCALE ~ STAK.E-- WIRE & TURNBUCKLe 1, PLANTING DETAIL APPLIES TO ALL DECIDUOUS TREES AND LARGE EVERGREEN SHRUB& 2, SHRUB MULCH RING AND PLANTING PIT SHALL BE TWICE THE DIAMETER OF THE ROOT BALL, CENTER 0 TREE ;0, CONTRACTOR SHALL PRUNE CROWDED, BROKEN, OR LOW BRANCHES, CUT FLUSH LEAVING CAMBIUM EDGE CLEAN, GUY DETAIL PLAN :; LOOPS OF REINFORCED RUBBER HOSE AT FIRST BRANCHING WRAP TRUNK WITH HEAVY TREATED CREPE PAPER OR STRIP BURI_AP FORM SAUCER :;" DEEP AROUND TOP OF BALL TO HOLD WATER #9 GA ALUMINUM OR GALVANIZED WIRE WI FLAGGING FOR VISIBILITY, THREE GUYS PER TREE MULCH LAYER THREE 2" X 2" X 2'-6" HARDWOOD STAKES FABRIC EXISTING GRADE I PART PEAT MOSS OR OTHER APPROVED ORGANIC MATTER 4 PARTS NATIVE SOIL 112 LB 10.10..10 FERTILIZER PER CU, YD, OF BACKFILL OR APPROVED SUBSTITUTE LEAVE BURLAP ON BALL, LOOSEN AT BASE OF TRUNK TREE INSTALLATION SECTION NO SCALE LANDSCAPE SCHEDULE - CANOPY TREES MINIMUM KEY BOTANICAL NAME COMMON NAME SIZE. &IZE. QTY. PLANTING MATURITY SHL GLEDITSIA TRICANTHO& 'INERMI&' SKYLINE HONEY LOCUST, 2 1/2" DIA 50' 4 THORNLESS BI.B ABM ACER PLATANOIDES MAPI_E, AUTUMN BLAZE 2 112" DIA, :;5' 6 B&B DNM ACER PLATANOIDES MAPLE, DEBORAH NORWAY 2 1/2" DIA 50' 2 B&B AMS FRAXINUS PENNSYLVANICA ASH, MARSHALL SEEDLESS 2 1/2" DIA :;5'-60' 2 BI.B APA FRAXINUS AMERICANA WHITE ASH, AUTUMN PURPLE 2 1/2" DIA, 50'-65' ;0 BI.B LANDSCAPE SCHEDULE - LOW ORNAMENTAL TREES MINIMUM KEY BOTANICAL NAME COMMON NAME SIZE. SIZE. QTY, PLANTING MATURITY MHCP MALUS X HYBRIUS FLOWERING CRABAPPLE-PROFUSION 1 112" DIA. 15' 5 B&B CCP PYRUS CALLERYANA CHANTICLEER CALLERY PEAR 1 1/2" OIA, 15'-20' 10 MB ISLT SYRINGA RETlCULATA IVORY SILK JAPANESE TREE LILAC 1112" DIA 20'-25' 1~ B&B LANDSCAPE SCHEDULE - EVERGREEN TREES MINIMUM KEY BOTANICAL NAME COMMON NAME SIZE ~ &IZE ~ QTY. PLANTING MA TURlTY BHS PICEA GLANCA DENSATA SPRUCE, BLACK HILLS 4' B&B 40' 4 AP PINUS NIGRA AUSTRIAN PINE 4' B&B 75' 4 LANDSCAPE SCHEDULE - EVERGREEN SHRUBS MINIMUM KEY BOTANICAL NAME COMMON NAME SIZE @ SIZE @ QTY, PLANTING MATURITY BSN PICEA ABIES 'NIUIF'ORMIS' BIRDS NEST SPRUCE 5 GAL. 2"':;' 1:; SJA JUNIPERUS SABINA SAVIN JUNIPER, ARCADIA 12 CONT, 1'-6" HIGH 138 TDY THUJA OCCIOeNTALI" 'LITTLE GIANT' LITTLE GIANT ARBORVITAE :; GAL, 4' ;08 DMP PINUS MUGHO PUMILIO DWARF' MUGHO PINE 18" POT 4' 18 LANDSCAPE SCHEDULE - DECIDUOUS SHRUBS MINIMUM KEY BOTANICAL NAME COMMON NAME SIZE @ SIZE @ QTY, PLANTING MATURITY CJM JUNIPERUS CHINESIS CHINESE UPRIGHT JUNIPER- MOUNTBATTE:N 1;0 CONT, 6'-12' 2:; SBA SPIRAEA JAPONICA OR X BUMALOA SPIREA, ANTHONY WATERER 12 CONT. 2'-3' 31 GAC RIBUS-ALPINUM GREEN MOUND ALPINE CURRANT 12 CONT. 2"~' 10 MKL SYRINGA VELUTINA 'MISS KUM' MISS KIM LILAC 12 CONT. 4'-5' 8 GDP POTENTILLA FRUTICOSA POTENTILLA, GOLD DROP 12 CONT, 2' 61 CTP POTENTILLA FRUTICOSA POTE:NTlLLA, LORONATION TRIUMPH 12 CONT. :;'-4' 14 JBR BERBERIS THUNBERGII JAPANESE BARBERRY- ROSE GLOW 12 CONT, :'1'-4' 7 FWR WEIGELA FLORIDA FLOWERING WIEGELA, RUMBA I:; CO NT, ;0' 2 CAS CORNUS ALBA 'SIBIRICA' SIBERIAN DOGWOOD :;0" 5'-6' 6 VTC VIBURNUM TRILOBUM 'COM PACTUM' COMPACT AMERICAN CRANBERRY VIBURNUM 24'-:;0" 4' 10 LANDSCAPE SCHEDULE - PLANTS MINIMUM KEY BOTANICAL NAME COMMON NAME SIZE @ SIZE@ QTY, PLANTING MATURITY SDD ----- STELLA DE ORO DA YLIL Y (GOLO 18" RE) 11 CONT, 18" 78 PJS PACHYSANDRA TERMINALIS JAPANESE SPURGE 1 QUART 6"-8" PLAN DEVELOPED AREA A- DEVELOPED AREA (BUILDING) 220,~46 . 5.1", PER (:'I)(bHiI 1 OVERS TORY DECIDUOUS &HADE TREE, CONIFEROUS OR ORNAMENTAL TREE FOR EVERY 4500 6.1". OR :>:>,584 S,F, OEV. AREA DIVIOED BY 4,500 S,F,o 7.46 SAY B TREES, i:2ENERAL NOTES: PROVIDE WEED BARRIER AND RIVER ROCK - VERIFY STONE SAMPLE WI OWNER. ALL LAWN AREAS TO BE SEEDED AND MULCHED AS REQUIRED TO MINIMIZE SEED WASH OUT. PROVIDE TOPSOIL AND FINISH GRADING AS REQ'D, LANDSCAPING OF' SITE AS SHOWN, FINAL SPECIES OF PLANTINGS TO BE APPROVED BY ARCHITECTICITY OF OSHKOSH IF REVISED BY LANDSCAPER, A- OVER STORY DECIDUOUS SHADE TREE, ÇONIFEROUS OR ORNAMENTAL A. REQUIRE:D- ~ ORNAMENTAL, 1 CON1FE:ROUS, ~ DECIDOUS TREES B. PER !:»lb)liiI- 1 UNDERSTORY SHRUB FOR EVERY 1000 S.F. OF DEVELOPED AREA OR ~B4,15 SAY M4 B. UNDER STORY SHRUB 13- REQUIRED- ~4 PARKING AREA TOTAl.' 2,287' PER (~lIdlll) 1 OVERSTORY DECIDUOUS SHADE TREE, CONIFEROUS OR ORNAMENTAL TREE FOR EVERY 50 FEET OF PARKING LOT SITE PERIMETER OR 46 TREES, LANDSCAPING GENERAL NOTES: t ALL PLANT MATERIAL SHALL BE OF' A QUALITY CONSISTENT WITH STANDARDS OF AMERICAN ASSOCIATION OF NURSERYMEN (ANSI 260,1), 2, ALL AREAS THAT ARE LANDSCAPED WITH BOULDERS, ROCK, & MULCH SHALL HAVE A WEED BARRIER INSTALLED PRIOR TO FINISH LANDSCAPING MATERIAL BEING INSTALLED, PER (~)ld){ij) 5 UNDERSTORY SHRUBS /"OR EVERY 50 FEET OF PARKING LOT SITE PER1METER OR 229 SHRUBS, TOTAL REOU!E.f.Q. 154) TREES 126:>1 SHRUBS TOTAL PROVIDED (53) TREE:S (~79) SHRUBS MINIMUM SIZE OF. PLANTINGS Ii) OVERSTORY DECIDUOUS: TWO AND ONE-HALF 12 112"1 INCH DIAMETER Iii) CONIFE'ROUS: FrVE' 15) FE'E'T IN HE:IGHT, 11m SHRUBS, TWE'NTYFOUR (HI INCH POT, IIvj ORNAME'NTAL TRE'E'S¡ ONE AND ONE' HAL/" 11 112") INCH DIAMETE'R, I I, "'--- I '---------.---- I I \ \ \ I-- lLJ lLJ œ: I-- cD œ: UJ ~ ~ UJ 0 ~ ~ \L1 -1 _1 \L1 0 ':L "fit ~b:1 (D :4~,NDSCAPE PLAN ~ + Q ,E '" :¡;; '" "\ ~ ~'" ~ a VI:9. ¡¡; '1 :$;¡'",í'Î ~ ",:;1:.8 ~§ ~:.g ê8:;,,'8 ,--; ~ ¿ " ¡ Ii ~,~ ž~~~ ~H~ 0.. ~ ð - ro H B r:/) ß 11)~ .,...¡ ,J::i ~ Q U~ OÇ<¡pyrigtrt. Th;,1'rintICompute,F;~ ¡, The E>:dum~ Propo1y Of Gries Architectuml Group, Inc, Use OrùyForJ>u<pose W1ú<:blom<d CopyingOr ~ ¡, l""hibik<L RJ:tUm Upnn R<qu<st -1 -1 u 1---4 c.o ......J ~ - (I) 0 ......J I llJ Z I'- I--t Z cð (j) C\I 0 Z I I- 0 cry >- U llJ LU (j) O ......J I--t $ ......J LL 3: « LL > W æ:: => - llJ cO > > W I--t œ:: -1 a: æ:: « z 0 ~ LL ~ « ø 0 I ..J z (j) I--t <-) 0 c.. 0 ~ --1 I W I--t Z (j) ::::::> r- ro LU 0 - 3: 0 (fJ llJ -1 z 0 Q) date' M/1712OOf job' ()6.OH d, by: 000 rev: "" L 0.1 ~ GENERAL NOTES, THE LANDSCAPE REQUIREMENTS OF GOVERNMENTAL AGENCIES, WHEN IN CONFLICT WITH INFORMATION SHOWN ON THESE PLANS, SHALL TAKE PRECIDENCE OVER ANY AND ALL SPECIFICATIONS AND GUIDELINES SET FORTH HEREIN. 2. PLANT INSTALLATION COSTS TOGETHER WITH IRRIGATION COSTS FOR THE PROPOSED LANDSCAPING SHOWN, WHICH ARE BASED UPON TYPICAL MATERIALS AND COSTS IN THE RALEIGH, NORTH CAROLINA AREA ARE WITHIN THE LANDSCAPE BUDGET DEVELOPED BY GOLDEN CORRAL DEVELOPMENT CORPORATION. 1. :0. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR PLANTING AND SHALL BE RESPONSIBLE FOR THEIR REPAIR OR PAY FOR ALL DAMAGES MADE TO UNDERGROUND UTILITIES. 4. ALL AREAS NOT COVERED BY BUILDING, PAVEMENTS, OR OTHER PERMANENT CONSTRUCTION SHALL BE PLANTED, SEEDED, AND/OR MULCHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATJONS. 5. AN IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE WATERING OF ALL PROPOSED TURFGRASS AND PLANT MATERIALS. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN TO THE OWNER AND SHALL REVISE THE PLAN AS NEEDED TO REFLECT "AS-BUIL T" CONDITIONS. THE CONTRACTOR SHALL INSTRUCT THE OWNER ON THE PROPER OPERATION AND MAINTENANCE OF THE INSTALLED SYSTEM. LHIS SHALL BE PRICED AS AN ALTERNATE. FLANT SELECTION, PLANTS SHALL BE SELECTED BASED UPON THE1R ABILITY TO THRIVE IN THE PARTICULAR USDA HARDINESS ZONE ASSOCIATED WITH THE SITE'S LOCATION. 2. PI.ANTS LISTED OUTSJDE THE SlTE'S HARDiNESS ZONE MAY BE SUITABLE FOR USE. THE CONTRACTOR SHALL CONSULT A LOCAL NURSERYMAN TO DETERMINE WHICH PLANTS ARE AVAILABLE AND WHICH DEMONSTRATE A HIGH RATE OF SURVIVAL. 1. :0. PLANTS LISTED UNDER PLANT *6 MAY BE lNTERCHANGED WITH THOSE LISTED UNDER PLANT *9. PLANTS LISTED UNDER PLANT 115 MAY BE INTERCHANGED WITH THOSE LISTED UNDER PLANT #11. 4. SELECTED PLANTS SHALL GENERALLY CONFORM TO THE PLANT TYPE AND FUNCTION SPECIFIED IN THE PLANT CHARACTERISTICS LIST. "BROAD LEAF" IS A TERM USED TO DENOTE PLANTS THAT HAVE RELATIVELY BROAD AND FLAT LEAF BLADES SUCH AS HOLLIES, DOGWOODS, VIBURNUMS, MAPLES, ETC., IN CONTRAST TO "CONIFEROUS" PLANTS OR PLANTS W1TH NEEDLELIKE LEAVES SUCH AS ARBORVITAE, PINE, SPRUCE, ETC. 5. PLANTS SHALL BE lDENTlFIED BY BOTAN1CAL NAME TO AVOID CONFUSJON THAT CAN RESULT FROM THE USE OF COMMON NAMES, 6. lN THE SELECTlON PROCESS, PRIMARY CONSIDERATION SHOULD BE GIVEN TO FOLIAGE TEXTURE AND COLOR. CONTRAST IN FOLIAGE TEXTURE AND COLOR SHOULD BE EXHIBITED BY ADJACENT PLANTS. VARIEGATED PLANT MATERIALS SHALL BE USED SPARINGLY. 7. PLANT HEIGHTS AT MATUR1TY ARE SHOWN lN THE PLANT CHARACTERISTlCS LIST. PLANT SPACINGS SHOWN ON THE PLAN DENOTE CENTER"TO-CENTER DIMENSIONS lo,c. ~ ON-CENTER). THE SPACING IS VIRTUALLY EQUIVALENT TO THE PLANT SPREAD AT MATURITY, SELECTED PLANTS SHALL REASDNABL Y CONFORM TO HEIGHT AND SPREAD SPECIFICATIONS TO ENSURE THEY DO NOT OUTGROW THE AVAILABLE AREA, BOTH VERTICALLY AND HORIZONTALLY. 8. PLANT MATERIALS OF THE FOLLOWING TYPES OR POSSESSING THE FOLLOWING CHARACTERISTiCS SHALL BE AVOIDED: VINES OR lNVASIVE GROUND COVERS ANNUALS OR BIENNIALS SELF.PROPAGA TING MESSY FLOWERS, FRUITS, BERRIES, OR PODS THORNS ATTRACT INSECTS DESTRUCTIVE ROOT SYSTEMS SIGNIFICANT PEST AND DISEASE PROBLEMS VIGOROUS AND/OR UNEVEN GROWTH FEMALE DJOECIOUS PLANTS 9. PLANTS SELECTED SHALL BE SU1TED TO THE SUN/SHADE EXPOSURE OF EACH PLANTING LOCALE. ADDITIONAL CONSIDERATION SHOULD BE GIVEN TO THE REFLECTIVE HEAT TOLERANCE OF PLANTS LOCATED ADJACENT TO MASONRY SURFACES. OTHER FLANTING AREAS: PARKING LOT ISLANDS SHALL BE PLANTED WITH A MINIMUM OF 1 SHADE TREE AND A VARIABLE NUMBER OF SHRUBS. MATURE SHRUB HEIGHT SHALL NOT EXCEED 2 FEET. SHRUBS SHALL BE LOCATED 50 THAT THEIR MATURE SPREAD REMAINS INSIDE THE PERIMETER OF THE ISLAND AND OUTSIDE A 6 FEET DIAMETER AREA CENTERED ON THE TRUNK OF THE PROPOSED TREEIS. 2, PERIMETER AREA SHRUBS, IF ANY, SHALL NOT EXCEED A HEIGHT OF 4 FEET EXCEPT IN THE CASE WHERE A SCREEN PLANTING lS PURPOSELY PLANNED. TREES PLANTED IN PERIMETER AREAS SHALL BE PRUNED OVER TIME 50 THAT BRANCHING EXCEEDS A HEIGHT OF 8 FEET ABOVE GRADE. 1. :7. WHENEVER POSSIBLE, SERVICE AREAS SHALL BE SCREENED FROM ADJOINING PARKING LOTS AND WALKWAYS, SELECTED PLANTS SHALL NOT EXCEED A MATURE HEIGHT OF 8 FEET AND SHALL NOT SPREAD BEYOND THE AVAILABLE PLANTING AREA. 4. SHRUBS EXCEEDING 2 FEET IN HEIGHT SHALL NOT BE PLANTED ADJACENT TO ACCESS DRIVEWAYS WITHIN 10 FEET OF THE DRIVEWAY'S INTERSECTION WITH FRONT AGE ROADS. 5. PLANT MATERIALS INSTALLED UNDER IDENTIFICATION SIGNAGE SHALL NOT OBSTRUCT THE SIGNAGE WHEN MATURE, PLANTS SHALL BE EVERGREEN AND RELATiVELY PLAIN IN APPEARANCE SO AS NOT TO COMPETE WITH THE SIGNAGE. PLANT MATERIALS,- PROVIDE PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VAR1ETY SHOWN AND SCHEDULED AND IN CONFORMANCE WITH THE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". PLANTS SHALL HAVE BEEN GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACT1CE. 2, ALL PLANTS SHALL BE FULL, WELL-BRANCHED PLANTS CHARACTERISTIC OF THE SPECIES. PLANTS SHALL BE FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. 1. :0. PLANT STOCK SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO CONDITIONS IN THE LOCALITY OF THE PROJECT. 4. LABEL AT LEAST ONE PLANT OF EACH KIND WITH A SECURELY A TT ACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 5. PROVIDE FRESHLY DUG BALLED &, BURLAPPED PLANT MATERIALS. DO NOT DROP BALLED &, BUR LAPPED STOCK DURING DELIVERY, 6. DO NOT REMOVE CONTAINER"GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. INSTALLATION OF PLANT MATERIALS, INSTALL TREES AND SHRUBS ACCORDING TO STANDARD DETAILS SHOWN ON THE PLAN. 2. ALl. TREE SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 1. :0, ALL TREE SAUCERS AND SHRUB BEDS SHALL BE MULCHED WITH A 3-INCH LAYER OF ORGANIC MULCH SUCH AS PINE STRAW, SHREDDED HARDWOOD, OR LICORICE ROOT. NON-ORGANIC MULCHES SUCH AS GRAVEL, CRUSHED BRICK, LAVA ROCK, ETC. ARE UNACCEPTABLE. 4. TREE GUYING SHALL BE REMOVED AFTER ONE FULL GROWING SEASON. 5. APPLY 12 CUBIC FEET OF PEAT MOSS PER 100 SQUARE FEET AND 20 POUNDS OF "-8-8 FERTILIZER PER 100 SQUARE FEET OF GROUND COVER PLANTING BEDS. ROTOTILL THE BEDS TO A DEPTH OF 6 INCHES AND SMOOTH TO AN EVEN AND UNIFORM SURFACE. PLANT GROUND CDVER MATERIALS, APPLY 2 INCHES OF ORGANIC MULCH, AND WATER, LAWN INSTALLATION, 1. LAWN AREAS SHALL BE PREPARED ACCORDING TO THE SECTION BELOW ENTITLED "SEEDBED PREPARATION". SHREDDED HARDWOOD BARK MULCH, OVER WEED BARRIER, REFER TO NOTE ON SHT, L-0.2, TYP, 2. LOCALL Y.GROWN SOD SHALL BE PROVIDED IN AREAS WHERE SEEDING IS NORMALLY UNSUCCESSFUL OR WILL BE UNSUCCESSFUL DUE TO CLIMATE, SEASON, OR OTHER TEMPORARY CONSTRAINT, SOD SHALL BE STRONGLY ROOTED, FREE OF WEEDS, AND OF UNIFORM THICKNESS WITH NO MORE THAN 1.5 INCHES OR LESS THAN 1 INCH OF SOIL, SOD SHALL BE TIGHTLY-FITTED TOGETHER. ENDS AND EDGES sHALL MEET WITHOUT OVERLAP AND JOINTS SHALL BE STAGGERED WITH ADJACENT ROWS. AFTER INSTALLATION, SOD SHALL BE THOROUGHLY WATERED, ON SLOPES STEEPER THAN 2,1, SOD SHALL BE HELD IN PLACE WITH WOODEN STAKES MEASURING 1 INCH SQUARE BY 6 INCHES LONG. STAKES SHALL BE DRIVEN FLUSH WITH THE TOP OF THE SOD'S SOIL LAYER. .- ~ .- ,- ~ --- ,_. .-....- -.... / /,.' 3, 4. PROVIDE GRASS SEED THAT IS FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANAL YSTS OF NORTH AMERICA. PROVJDE SEED TYPE OR SEED MIX WITH BEST RECORD OF SUCCESS IN LOCALITY OF PROJECT. 5. APPLY SEED AT THE APPROPRIATE RATE FOR ESTABLISHING A NEW LAWN, SOW SEED USING A SPREADER OR SEEDING MACHINE. DISTRIBUTE SEED EVENLY OVER ENTIRE AREA BY SOWING EQUAl. QUANTITY IN 2 DIRECTIONS AT RIGHT ANGL.ES TO EACH OTHER. RAKE SEED LIGHTLY INTO TOP 1/8-INCH OF SOIL, ROLL LIGHTLY, AND WATER WITH A FINE SPRAY, PROTECT ALL SEEDED AREAS AGAINST EROSION BY SPREADING A CLEAN, SEED" FREE SALT HAY OR THRESHED STRAW OF WHEAT, RYE, OATS, OR BARLEY. SPREAD UNIFORMLY TO FORM A CONTINUOUS BLANKET NOT LESS THAN 1.5 INCHES LOOSE MEASUREMENT OVER SEEDED AREA. MULCH SHALL BE HELD IN PLACE WITH AN EMULSIFIED ASPHALT BINDER SPREAD UNIFORMLY AT AN APPROXIMATE RATE OF 2 GALLONS PER 1000 SQUARE FEET. 7, TREATMENTS SUCH AS JUTE MESH, EXCELSIOR MATTING, OR FIBERGLASS ROVING SHALL BE USED TO STABILIZE DITCHES OR STEEP SLOPES SUSCEPTIBLE TO EROSION. THE TREATMENT SHALL BE INSTALLED PRIOR TO THE MULCHING OPER. ATION, 6. MAINTENANCE AND WARRANTY, f 1. MAINTENANCE OF PLANT MATERIALS AND LAWN AREAS SHALL BEGIN IMMEDIATELY AFTER INSTALLATION AND SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN THE FOLLOWING STATED PERIODS: PLANT MATERIALS, 90 DAYS AFTER SUBSTANTIAL COMPLETION LAWN AREAS: 60 DAYS AFTER SUBSTANTIAL COMPLETION 2, AFTER REQUIRED MAINTENANCE PERIOD, THE OWNER, UPON REQUEST, WILL MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. UNACCEPTABLE WORK SHALL BE REPAIRED OR REPLACED AND REINSPECTED BEFORE FINAL ACCEPTANCE IS GRANTED, 3. A WRlTTEN WARRANTY SHALL BE PROVIDED TO THE OWNER GUARANTEEING THAT ALL PLANT MATERIALS, SOD, AND/OR SEEDED AREAS WILL BE THRIVING FOR THE FOLLOWING STATED PERIODS: t TREES, SHRUBS, AND GROUND COVERS, -.' ONE YEAR AFTER FINAL ACCEPTANCE SOD AND SEEDED AREAS: 90 DAYS AFTER FINAL ACCEPTANCE PERRENIALS: 90 DAYS AFTER FINAL ACCEPTANCE 4. THE CONTRACTOR SHALL PROVJDE THE OWNER WITH WRITTEN INSTRUCTIONS REGARDiNG MAINTENANCE OF EACH TYPE OF VEGETATION. THE OWNER IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE MATERIALS DURING THE WARRANTY PERIOD AS OUTLINED IN THE MAINTENANCE INSTRUCTIONS, THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS OF THE SITE AND WILL INFORM THE OWNER OF ANY LACK OF PROPER MAINTENANCE IN WRITJNG. OWNER'S FAILURE TO COMPLY WITH THE MAINTENANCE PROGRAM SHALL RENDER THE WARRANTY NULL AND VOID, 5. THE CONTRACTOR IS NOT RESPONsIBLE FOR ACTS OF NATURE INCLUDING AB.. NORMAL WEATHER CONDITIONS, EROSION, VANDALISM, NOR DAMAGES BY OTHERS. IF ANY CONDITIONS BEYOND THE CONTROL OF THE CONTRACTOR SHOULD OCCUR, THE MATERJALS AFFECTED WILL NO LONGER BE COVERED BY THE WARRANTY. '. ;'1 ./ /; ." L.._.._..-..-..':". .-..-...:... '-"- ..-..-..-.. -. .~":'._.._. .-..-..-..-..-..-..-... / -'TRASH ENCLOSURE . SCREENING< WALL- REFER TO iSJTE PLAN .&,. SECT. i SEEDBED FREFARATION, ~ -$- ALL DISTURBED AREAS SHALL BE DRESSED TO THE TYPICAL SECTIONS AND/OR GRADES SHOWN AND PLOWED TO A DEPTH OF 5 INCHES. THE TOP 2 INCHES SHALL BE PULVERIZED TO PROVJDE A UNIFORM SEEDBED. (NOTE: l..IME SHALt BE APPLIED BEFORE PLOWING OPERATION. 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER DEBRIS LEAVING SURFACE REA- SONABL Y SMOOTH AND UNIFORM, SOIL LEVEL SHALL BE APPROXiMATELY 1 JNCH BELOW ALL TOPS OF CURBS AND WALKWAYS. 1. @ ~:DG. LANDSCAPE PLAN :0. APPLY LIME AND FERTIUZER WITH NECESSARY EQUIPMENT TO ENSURE UNIFORM DJSTRIBUTION OF THE MATERIALS, THE HAND/BUCKET METHOD IS NOT ACCEP" TABLE, THE RATES AND TYPES OF MATERIALS TO BE APPLIED ARE AS FOl..LOWS: TURFGRADE FERTILIZER WITH SLOW RELEASE NITROGEN IE.G. 18-24-101 - RATE THAT WILL PROVJDE 5 LBS, OF PHOSPHORUS PER 1000 SQUARE FEET LIMESTONE - 75 LBS. PER 1000 SQUARE FEET SHREDDED HARDWOOD BARK MULCH, OVER WEED BARRIER, REFER TO NOTE ON SHT. L-0.2, TYP. (LIMESTONE MAY BE WAIVED IF EXISTING PH IS GREATER THAN 5.5.1 4, MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF SOIL IS DRY, ALLOW SURFACE MOISTURE TO DRY BEFORE PLANTING LAWNS. DO NOT CREATE A MUDDY SOIL CONDITION, " ,.../ / " """ G"::¿ . AREAS- MULCH PER NOTES ON SHT. L-0.2, TYP. AVERAGE ANNUAL MINIMUM ZONE 3: -40' TO -30' ZONE 4: -30' TO -20' ZONE 5: -20' TO -10' ZONE 6: -10' TO O' ZONE 7, O' TO 10. ZONE 8: 10' TO 20' ZONE 9: 20' TO 30' ZONE 10: 30' TO 40' 0 '?..f'-rJ f\ r I ELECTRICAL TRANSFORMeR PAD SCREENING ~ -$- USDA FLANT t-IARDINESS ZONE MAF @ ~:DG. PLAN LANDSCAPE u q ;-¡ ê" 0 Ö ~ "" ,t, '" ¿ ~. g ]",,;,¡s ",g:ö:;& :ê.;;!;",í! ~.~~~ ~ ~ ";,.,,, ð,,~~~ ","""!i " ."'.- ;'f~ii~ ~~~~ '";;j B tI1 â$ 1) ,t:; .,...¡ ,.Q ¡....¡ u U~ CCUpy¡ight'I1W>PrintlCompu""File IsTheExcl"""el'rop<rtyOf Gr;es Architectural GroUP. Inc. U",OnIyF",]'w¡>os<WIùch~. CUpyingOt ROProducin¡! Is Prohibitod. R<;tum Upon RoqucsL -.J --.l <-) ......... .......J ík: (D - ø .......J 0 llJ Z I--t I Z oð U) f'.. 0 z N I- 0 I >- <-) (Y') llJ UJ U) .......J I--t 0 .......J LL ~ ~ « LL > => W 0:::: - llJ (Q > > I--t W 0:::: -.J a: 0:::: -« 0 ~ Z LL ~ Q) 0 I « Z U) ...J I--t U 0 0 ~ a.. --1 I I--t :z U) => W cO III 0 I- ~ 0 - --.l if) llJ Z 0 (!) r ..) date' M/1711006 job' ~. d. by: 000 rev.' L "' 0.2 "- ..) 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CIViL DWGS, SILL 1 ¡ BRICK VENEER <) 1X6 TRIM 17 BRICK ROWLOCKØ I ¡ - - - - - - - - - -- - - ,- - - - --- - - - -- - - -1, - - - - - - - -\^{QQQ J:O£T4J> - -- - - - - - - - - - - - - - - - - - - - -=-= ~JWw~~~ ~S~- - -- -..- - - --l. - ~ ----------------------~------------------------------------ -----------------~-~ ELEVATION CONCRETE PAD- PITCH AWAT FROM BLDG, Q) ~6~~ T H IT f INDICATES TEMPERED GLASS tJ~ REFER TO SITE PLAN FOR LOCATION AND ELEVATION OF SIDEWALK, , T/SL.AB~- , ~ ~7 I I BRiCK ROWI.OCK 1 1X4 TRIM ~ I I' I I I V I I l,'~ PROVWE MOT ¿ DRAIN - -¡-l- - - - - - -.- - - -"- - - - - - - -,L - - - - - - - - - -.. - -- - - -, - - - - - -..L, - - - - - - - - - - - - - - - -. - - _L1 ~g': ¿;~ICTgRRA~~J'G~~R- --~-------------------~---------------------~-------- ----------~- ~ RIDGE VENT CD I I I ~ - CLEAR RED LED. BAND MTL ROOF<ß; OPEN CHANN~ ~ NEON SIGN I I -- BY OW~ER 1811S,F,} W.F'EAK~. 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REINF, CEMENT BD, PREPINISHED JAMES HARDIE BLDG, PRODUCTS ISEE SPEcsl NAVAJO WHITE <;) METAL COPING PAINTED SHERWIN WILLIAMS (SEE SPECS) "F" - "SHIPYARD GREY" <6) FIBERGLASS SHINGLES - OWENS CORNING WEATHER GUARD- "ESTATE GRAY" HP SHINGLES (/) FERROUS METAL PAINTED SHERWIN WILLIAMS ¡SEE SPECS} "F" - "SHlPYARD GREY" <6) GUTTERS/DOWNSPOUT PAINTED SHERWIN WILLIAMS ISEE SPECS! "F" - "SHIPYARD GREY" (9) PAS CIA BOARD PAINTED SHERWIN WILLIAMS (SEE specs) "F" "SHIPYARD GREY" ~~ EXPOSED LVL /. PLYWOOD TRIM PAINTED SHERWIN WILLiAMS ISEE SPEcsl "P" - "SHIPYARD GREY" BETWEEN LVL. <3> TRIM/CORNER BDS -"" - ..- ... WOOD PAINTED SHERWIN WILLIAMS ISEE SPECS! "E" - "ESTATE TAN" FIB, REINF, CEMENT 80, PREFINrSHED JAMES HARDIE BLDG. PRODUCTS {SEE SPECS! NAVAJO WHITE <i€> -"" - --- --- VERT, SIDING FIB, REINF, CEMENT BD, PREFINISHED JAMES HARDIE B1..DG, PRODUCTS IsEE SPECS} NAVAJO WHITE ~~ CEMENTITIOUS ROOP DeCK/PLYWOOD PAINTED SHERWiN WILLIAMS (SEE sPEcal "011 . 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