LOCATED AT W6322 & W6355 ATLANTIS DR. PARCELS
Resolution #81-20RESOLUTION OF THE PLANNING COMMISSION OF THE TOWN OF GREENVILLEAPPROVING A SITE PLAN FOR GULFSTREAMLOCATED AT W6322 & W6355 ATLANTIS DR. PARCELS 110090400 & 110090500WHEREAS, a site plan request has been applied for Gulfstream located at W6322 & W6355Atlantis Dr. Parcels 110090400 & #1100905 00 as shown on Exhibit A; andNOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the Town ofGreenville hereby approves the site plan for Gulfstream as shown on Exhibit A.This resolution was adopted by the Town of Greenville Planning Commission on the 26 dayof October, 2020: 6- f D r 'o Jack ri rson, Planning CoAimission ChairpersonATtWendy Hel eson, Town Clerk( MJ Motion to Approve Resolution No. #81-20 made onerMeidam-Aye z:RyanCommissionerWatsonPosted:Other-vr\/ WincentsenCommissionerNay v "" 90Page 1 of 1
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QVNNIGENERAL PROJECT SITE INFORMATIONAPPLETON INTERNATIONAL AIRPORT (ATW)GULFSTREAM AEROSPACE CORPQRATSONW63B5 CTSCOVERY DR /EAPPLETON, Wi 54914ONE SYSTEMS DRIVEAPPLETON.Wi54S14(92Q) 735-6800PARCELNO.; 11-0-D9CM-00& 11-0-0905 0ZONING DISTRICT: AD (AIRPORT DiSTRiCT)AiRPORTZONfNG: 1 & ZAsjiiifiltiPARKING COUNTIMPERVIOUS AREA QUANTITIES:TOWN OF GREE?/tLLE §320-10;MINNUM NO. OF STALLS 1 STALL FOR EACH EMPLOYEE PER SHiFT(MANUFACTURING FACILiHES)REMOVED IMPERVIOUS AREAS (SEE SHEET C201)BlliislsiiillASPHALT PAVEMENT REMOVAL:22,326 SCONCRETE PAVEMENT REMOVAL:960 S1,407 SSRAVEL SHOULDER REMOVAL18" CURB & GUTTER REMOVAL37 SRETAINING WALL REMOVALTOTAL: - 24.7S3 SNORTH HANGAR & MRO PARKING COMBINED;REQUIRED PARKING 335 STALLSEXISTING COUNTGENERAL PARKING: 702 STALLSADA STANDARD PARKING: 10 STALLSADA VAN PARKING: 4 STALLSTOTAL EXISTING I 'ARKING: 716 STALLSGENERAL:ADA STANDARD IADA V/ITAL PROPOSED,IpOMNNI PROJECT NO. R300iat3.00NEW IMPERVIOUS AREAS (SEE SHEET C202)BU!LD!NG FOOTPRJMT:HEAVY-DUP(r ASPHALT PAVEMEt T:UGHT.QUTY CONCRETE PAVEMENT;HEAVY-DUTY CONCRETE PAVEMEMT:COVERED LOADiNG AREA:GRAVEL SHOULDER:1G" CURB & GUTTER:FRONT ENTRANCE RETAINING WALL:.1-PADiNG DOCK RETAINING WALL:TOTAL;iK : 667iKING: 7 STALLSWINES: 7 STALLSATLANTIS DRIVE13,246 S6,734 S3,217 S4,419 S2,200 S1,-fSS Sno s25 SH5 s31.599 SNET IMPERVIQUS CHANGEREMOVED IMPERVIOUS AREAS:NEW iMPERVIOUS AREASNET TOTAL:2-1.7S3 S31,599G.S36 S§1SEx -4- soi. BonwsUAUffllEI itCUC STOHMg5u 00 IUa:Q: 0Q 0 Q ? za;"?ms zQLLQu:I-LUgo;M C102
Qvwil§i illa Wcstwood company, ill!1ONE SYSTEMS DR /EAPPLETON.WS 54914030) 735.6900OMNNI PROJECT NO. R3Q01013.00IilSBillDEMOLITION PLAN KEYISSiiUJSmz0 FULL DEPTHREMOVE EXISTURETAININO WALLu 31CC:00z 0 ATLANTIS DRIVEu ABANDONED UTILITiES SHALL COMPLY WITHSECTiON 02 1113 OF TtiETOWN OF GREEMViLLEQSlUU i; VERIFY lOCATiON OF EXISTING GAS UP!E.COORDIMATE WITH WE EMERGIES TO RELOCATETHE GAS LINE tROtA Af-iY AREAS TtiE CONFUCTWiTH ANY AREAS OF PROPOSED CO) STRUCT!ONIMCLUDiNG LANDSCAPE PLANTING AREAS AND THENEW LOADING DOCK.0 iiQ;00 -DElVlOLiTiON [MPERVIOUS QUANTITIES:ASPHALT PAVEME TT REMOVAL: 22,326 S.F.CONCRETE PAVEMEMT REMOVAL: 960 S.F.GRAVELSHOULDER REMOVAL: 1,407 S.F18- CURB & GUTTER SEMOVAL: 37 S.F.ec TOTAL; 2 .763 S.F,CdQC/) 00QQiCDC201
QVNNINilIISRSIa Westwood companyONE SYSTEMS DRIVEAPPL TON,WiS4914(S2D) 735-eSODPROJECT NO. R3001013.00m msiiuPAVEMENT PLAN KEYATLANTIS DRIVEQ 0i w :1{ Q iliTHE RETAINING WALLS SHOWN ON TH!S SHEET AREUSED FOR ESTtMATIMG QUANTITIES 'ONLY AND MAYDIFFER FROM ACTUAL WALL DESiSN I THICKNESS. SEEARCHITECTURAt/STRUCTURAL DRA\ /INSS FORACTUAL WAUCONSTRUaiON PLANS,h-0z -PROPOSED NEW iMPERVtOUS QUANTITIES:BUILDING FOOTPRSNT:HEAW-DUrC ASPHALT PAVEMENT:UGHT-DUTY CONCRETE PAVEMENT:HEAVY-DUTY CONCRETE PAVEMENT:COVERED LOADING AREA:GRAVEL SHOULDER:18" CURB & GUTTER:FRONT ENTRANCE RETASNING WALL:.LOADING DOCK RETAINING WALLTOTAL:13,2-iB S.F,6,734 S.F,3,217 S.F.4, 19 S.F,2,280 S.F.1,453 S.F,110 S.F. / 73 LF.25 S.F. / 37 LF.115.SJ::.-./.115.LF,31,599 S.F, Cd z2LiJQ Qm!II0 C202
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N&rns M '.3001013 0;!\Ci'.il ;.D\?heels;p!arj\C::;n2 HTiLiTYted Ev SM Eh-; on 09/30/2020 at G4:26 PMDISCOVERY DRIVE'sgssII Is 111s"IllIF "ISIi 3sl lil§@ rT;5 §mH-*C? hil.i'T-5 'X ca- f3 B 8 3 i 11 impnsi! IIU l IIiSI ii l"!il!IIS P3i I !i8 S8? "iil!5ss §I! 1111111§1IIIS11111ilSli?s»:II;IK!gs1§1 I SslIII! Oo BID DOCUMENTS - PRELIMINARY NOT FOR CONSTRUCTIONAIRCRAFT HANGAR REMODEL AND EXPANSIONAPPLETOM INTERNATIONAL AiRPORT APPLETOH, W!UTiUFf PLANMcMAHON
liQVNNIWDNR GENERAL EROSION CONTROL NOTESa Westwood companyONE SYSTEMS DRiVEAPPLETON,WI5491 t(920) 735-6900IIIPIOMNNI PROJECT NO. R30Q10EROSION CONTROL PLAM KEYz 0 I—U :3Q;I—OQ z 0 uATLANTIS DRIVEQL0 ALL UNPAVED DISTURBED AREAS SHALL RECEIVE 4" TOPSOtL ANDEARTH URPET CARE FREE SEED MW AT A RATE OF 6.8 LBS PER1,000 SOUARE FEET (OR ANOTHER SEED MIX MEETING TME LATESTTOWN OF GREENVILLE STANDARD SPECIFICATiONS.uALL EROS!ON COMTROL MEASURES SHALL BE IMPLEMENTED ANDCONSTRUCTED IN ACCORDANCE W!TH WISCONSIN DNRTECHN1CALSTANDARDS.0 ANTtCIPATED CONSTRUCTiON SEQUENCE:1. INSTALL TYPE D-M INLET PROTlCTm Dn-CH CHECKS, S!LT i2. INSTALL MEWCULVERTAND DRIVEWAY. (iNCLUDETME SEGOF THE PROPOSED SAhiiTARY SERVICE BELOW THE PROPOSEDRIVEWAY.)I— Q; 13. GRADE, TOPSOIl, SEED & MULCH DRiVEWAY SLOPES AND51wrm ESOS!ON MAT AND R!PRAP AS WD!CATED ON THE pi4. tNSTALl TRACKOUT CONTROL ON THE NEW DRIVEWAY,REMOVE UNSUmBlE MATERIAL FOR CONSTRUCT! DM.BEGIN CONSTRUCTION ON THE BUILDING ADDHION.INSTALL BU1LDIN5 U-nUTIES.CdQGRADE REMAINING AREAS TO BE PAVED AND INSTALL RETAWALLS FOR THE LOADING DOCKS.9. PAVE ALL REMAINING PAVEMENT AftEAS,10. TOPSOIl, SEEDS MULCH All REMAINING TURF AREAS.RESEED & MULCH AS NEEDED.INSTALL LANDSCAPING.13. CLOSE OUT PROJECT WHEM VEGETATION IS 70% ESTABUSHEU 0 Q Q m13C303
QVNNIiiJE.IiUK1!SEIIONE SYSTEMS DRIVEAPPLETON,WIM914(920) 735-6900OMNNf PROJECT NO. Fi3001013.00W/ CONCEALED P!CKaiffiiSjjJlliill?iBBoF A62S.7w T1CULVERT DISCHARGE WITH RIPRAP INSTALLATION«8 S8 S» ?Bt?S?;giaSffivFS SHALL BE REPAiREOffiEPLACEO12- MAX HEiCHT ADJUSTING RINGS W/ MM. ADJ. ffiNGTHICKNESS OF 2- W/ WATERSTOP (PREMOLDEO)PLASTIC MAST1C-KENT SEAL NO. 2 OR EQUAL (TTP.)TRACKOUT CONTROL DETAILSMALL ADJUSTMENT RING IS RUBBER.UNHOLE 4' DIAMETER PRECASTCONCRETE MANHOLENO MORE THAN 3 RINGS.PIPES EKFERING AND EXITING MH'S SHALL BE FULL PIPE LENGWSANITARY SAMPLING MANHOLEDITCH CHECK,MATERIAL PERW15DOT EROSIONCONTROL PAL USTEMBED DITCHCHECK PERMANUFACTURERSSPEC!F!CATIONS BOTTOM ELEV OF DITCH CHECKSHALL BE GREATER THAN TOPOF LOWEST PO!NT ON D!TCHCHECKTEMPORARY DITCH CHECK DETAILGENERAL NOTESOQsTRENCH SHALL BE d MtHtMUM OF A" WIDE & 6" DEEP TO BURYAND ANCHOR THE CEOTEXT1LE FABRIC. FOLD MATERIAL TD FITTREWK AND BACKFILt I. COMPACT TREHCH WITH EXCAVATED SO!L.:Du0QamATTACH THE FABRIC TTHE PDSTS WITH WIRESTAPLES OR WOODENAND NA!LS QLLi.ss0a0 s QL 32: 0 0 z XiIIE OVERLAPPING BLANKET (BLANKSILT FENCETRENCH DETAILSNON-REINFORCED)SILT FENCE INSTALLATION51LT FENCE TIE BACK(WHEN REQUIRED BY THE ENGINEER)EROSION MAT INSTALLATIONC401
tel 0 QVNNI\CLEANOUT PLUG AT FINISHED GRADE1TUMINOUS PAVEMENT?;s s & sipsl§i!liilONE SYSTEMS DRIVEAPPLETON,WI54S14(920) 735-6900iae'lij81OMNNI PROJECT NO, R3Q01013.QOSSBISE-litfidllfflllilHEAVY DUTY ASPHALT PAVEMENT SECTION0 I—uSANITARY / STORM CLEANOUT DETAILLIGHT DUTY CONCRETE PAVEMENT SECTIONnlCd1—1en Iz UTILITY TRENCH DETAIL0 U CcL\ol}" CONCRETE SIDEWALK -uIE" - 3/4- CRUSHED STONE -I—0 HEAW DUTY CONCRETE PAVEMENT SECTION Cd 112 INCH TYPE FFINSIDE,STJTCHEDONLY!%7FT. BATTER CURB FACECslCLin 18" REVERSE PITCHED CURB & GUTTER?§U 0 Q dm TAPER BOTTOM OF BAG TO.BAG AND THE STRUCTURE. MEASUREDOPENINGS TO THE STRUCTUfRE WALLGEOTEXTiLE FABRIC TYPE!BAG. FRONT. BACK, AND SOTTOP AND BOTTOM OF OUTSIDE Ofs-iLTER BAG BEING ONE PiECE.FRONT LIFTING FLAP IS TO BE USED'; EN REMOVING AND )M!NTAINING FILTER BASIDE FLAPS SHALL BE A MAXIIMUMOFTOF TWO INCHES LONG. FOLD THE FABRIC OVERAND REIMFORCE WITH MULTIPlIPLESTiTCITOACCEPTW30D2" ;4". THE RE6AR,FLAP POCKETS SHALL BE LAFSTEEL PIPE. OR WOOD SHAl .8EJNST/ -LED EN THE REAR FLAP AND SHALL NOTBLOCK THE TOP OF THE CURE8 FACE OFfNLET SHALL BE IMMEDIATELY REMOVED,TYPE "D-M" INLET PROTECTIONELEVATED FRONT WALK DETAILC402
R-4990-DX TRENCH!hQVNNINEENAH FOUNDRYTYPE "B" FRAME WITH TYPE 'A" CRATEVANACCESSIBLEa Westuuood companyONE SYSTEMS DRIVEAPPLETON.Wi 54914(S2D) 735.6SGO 31OMNNI PROJECT NO. KS \ %B% ,- R7-8 SIGN DETAILRT-8A SIGN DETAILi , [iEII'RESERVEDH }fRE3ESVE[ir"/": ir rsw3r-t-'v"'ir rPTPICAL GRATE SECTIONHAIL HOLE (4 RED.) - —j (SCALE: 1/4" T) c'B@BHBgf@g I8»»svs OE.; SIDE PC. FRAME 4993-2415. END PC. FRAMFIHISH: NO PAINT, UNLESS SPECIFIES ON PURCHASE ORDER.ACCESSIBLE PARKING STALL ACCESSIBLE PARKING ACCESSIBLE PARKINGPAVEMENT MARKING STALL SIGN STALL POSTLOADING DOCK DRAINAGE GRATE3z zin4-Si !:SB !;' ',s,1.!SS.3 3.?.;.SS,!- 3 u""ulisES'.' i.;;?.iSA.T"1F .I-""""" "IWCHAIN L!NK FWE. yW. F- ?TEMPORARY FENCE DETAILS ssss-sp f- eAR@ip WiRp EXTENSiON ARMSFABRIC FASTENING DETAIItssss'sy-I'CF'iCAL.EENC LArQUTTEMPORARY FENCE SUPPORT DETAILC403
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6- f D r 'o Jack ri rson, Planning CoAimission Chairperson ATt Wendy Hel eson, Town Clerk Motion to Approve Resolution No. #81-20 made by Votes: ( MJ Title Chairperson Commissioner Commissioner Commissioner Commissioner Commissioner Commissioner Name Anderson Cotter Ecker Kippenh
HandiSwage Installation Instructions ATLANTIS RAIL Contact Information Atlantis Rail Systems November, 2013 Atlantis Rail’s HandiSwage System is an easy to use cable railing product utilizing fittings that are an adaptation of traditional swage fittings. They can be attached to cable using Atlantis Rail’s specific hand swage tools.
API 5L X42 60.3 2.80 215 15 12 Atlantis 84 Nm³/h API 5L X42 60.3 2.80 662 15 12 Atlantis 87 Nm³/h API 5L X42 60.3 2.80 1093 15 12 Atlantis 171 Nm³/h API 5L X42 60.3 2.80 1237 15 12 Atlantis 45 Nm³/h API 5L X42 88.9 3.10 287 15 12 Atlantis 681 Nm³/h API 5L X42
New Atlantis: A Work Unfinished Original English text of Francis Bacon's New Atlantis Author: Francis Bacon New Atlantis A Work Unfinished Written by The Right Honourable Francis Lord Verulam, Viscount St Alban To the Reader This fable my Lord devised, to the end that he might exhibit therein a model or description
Discover how Atlantis ends in Assassin's Creed Odyssey in this guide! Check out the locations of the artifacts and what options to make to get this final !!! As they obtain Atlantis Endingto to obtain Atlantis Ending, players must complete the "Gates of Atlantis" Odyssey . , you don't need to fight the
fiction account of Atlantis. Due to that and other factors, many scientists no longer argue about the existence of Atlantis - just the whereabouts. Even marine scientist and explorer, Jacques Cousteau, searched for underwater archeological evidence of Atlantis. It ended with his son believing Atlantis was probably in the Caribbean orFile Size: 1MB
In this reference architecture document, Atlantis provides detailed test results including Login VSI, PassMark and Iometer benchmarks to test system scalability, performance and availability. In addition, Atlantis provides recommendations on Atlantis HyperScale appliance models and density for specific stateless and persistent VDI scenarios.
Elements Blue Granite TX-EBG 1 x 2 Elements Sky Blue TX-ESBM 1 x 2 GLASS TILES ATLANTIS Atlantis Smoky Blue PB-XIB15 1 x 1 Atlantis Sky Blue PB-XIB17 1 x 1 Atlantis Stormy Blue PB- XIB18 1 x 1 ELEMENTS 12 Shade variations are part of the natural beauty of all glass. Inspect tile prior to installation. Use constitutes acceptance .
Introduction to Literature, Criticism and Theory provides a completely fresh and original introduction to literary studies. Bennett and Royle approach their subject by way of literary works themselves (a poem by Emily Dickinson, a passage from Shakespeare, a novel by Salman Rushdie), rather than by way of abstract theoretical ideas and isms. In 32 short chapters they focus on a range of .
