Resolution #81-20
RESOLUTION OF THE PLANNING COMMISSION OF THE TOWN OF GREENVILLE APPROVING A SITE PLAN FOR GULFSTREAM
LOCATED AT W6322 & W6355 ATLANTIS DR. PARCELS 110090400 & 110090500 WHEREAS, a site plan request has been applied for Gulfstream located at W6322 & W6355 Atlantis Dr. Parcels 110090400 & #1100905 00 as shown on Exhibit A; and
NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the Town of Greenville 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 day of October, 2020:
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Jack ^ri^rson, Planning CoAimission Chairperson
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Wendy Hel^eson, Town Clerk
Motion to Approve Resolution No. #81-20 made by Votes:
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Title
Chairperson Commissioner Commissioner Commissioner Commissioner
Commissioner Commissioner
Name Anderson Cotter Ecker Kippenhan
Meidam- Wincentsen Ryan Watson
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EXiSTlNG TOPOGRAPHY
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GENERAL PROJECT SITE INFORMATION APPLETON INTERNATIONAL AIRPORT (ATW) GULFSTREAM AEROSPACE CORPQRATSON W63B5 CTSCOVERY DR^/E APPLETON, Wi 54914
PARCELNO.; 11-0-D9CM-00& 11-0-0905^0 ZONING DISTRICT: AD (AIRPORT DiSTRiCT) AiRPORTZONfNG: 1 & ZA
PARKING COUNT TOWN OF GREE?/tLLE §320-10;
MINNUM NO. OF STALLS = 1 STALL FOR EACH EMPLOYEE PER SHiFT (MANUFACTURING FACILiHES) NORTH HANGAR & MRO PARKING COMBINED;
REQUIRED PARKING = 335 STALLS EXISTING COUNT
GENERAL PARKING: 702 STALLS ADA STANDARD PARKING: 10 STALLS ADA VAN PARKING: 4 STALLS TOTAL EXISTING I 'ARKING: 716 STALLS
GENERAL:
ADA STANDARD I ADA V/
ITAL PROPOSED, iK^: 667 iKING: 7 STALLS WINES: 7 STALLS
ATLANTIS DRIVE
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ONE SYSTEMS DRIVE APPLETON.Wi54S14 (92Q) 735-6800
OMNNI PROJECT NO. R300iat3.00
IMPERVIOUS AREA QUANTITIES:
REMOVED IMPERVIOUS AREAS (SEE SHEET C201) ASPHALT PAVEMENT REMOVAL:
CONCRETE PAVEMENT REMOVAL:
SRAVEL SHOULDER REMOVAL 18" CURB & GUTTER REMOVAL RETAINING WALL REMOVAL
22,326 S 960 S 1,407 S 37 S TOTAL: - 24.7S3 S NEW 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;
NET IMPERVIQUS CHANGE REMOVED IMPERVIOUS AREAS:
NEW iMPERVIOUS AREAS- NET TOTAL:
13,246 S 6,734 S 3,217 S 4,419 S 2,200 S 1,-fSS S no s 25 S H5_s 31.599 S
2-1.7S3 S 31,599
G.S36 S
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OMNNI PROJECT NO. R3Q01013.00
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ABANDONED UTILITiES SHALL COMPLY WITH SECTiON 02 ^1113 OF TtiETOWN OF GREEMViLLE VERIFY lOCATiON OF EXISTING GAS UP!E.
COORDIMATE WITH WE EMERGIES TO RELOCATE THE GAS LINE tROtA Af-iY AREAS TtiE CONFUCT WiTH ANY AREAS OF PROPOSED CO)^STRUCT!ON IMCLUDiNG LANDSCAPE PLANTING AREAS AND THE NEW LOADING DOCK.
DElVlOLiTiON [MPERVIOUS QUANTITIES:
ASPHALT PAVEME^TT REMOVAL: 22,326 S.F.
CONCRETE PAVEMEMT REMOVAL: 960 S.F.
GRAVELSHOULDER REMOVAL: 1,407 S.F- 18- CURB & GUTTER SEMOVAL: 37 S.F.
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PAVEMENT PLAN KEY
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THE RETAINING WALLS SHOWN ON USED FOR ESTtMATIMG QUANTITIES ' DIFFER FROM ACTUAL WALL DESiSN • ARCHITECTURAt/STRUCTURAL DRA\
TH!S SHEET ARE ONLY AND MAY I THICKNESS. SEE
/INSS FOR ACTUAL WAUCONSTRUaiON PLANS,
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 WALL TOTAL:
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,±
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WDNR GENERAL EROSION CONTROL NOTES
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a Westwood company ONE SYSTEMS DRiVE APPLETON,WI5491<t (920) 735-6900 OMNNI PROJECT NO. R30Q10
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EROSION CONTROL PLAM KEY
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ALL UNPAVED DISTURBED AREAS SHALL RECEIVE 4" TOPSOtL AND EARTH URPET CARE FREE SEED MW AT A RATE OF 6.8 LBS PER 1,000 SOUARE FEET (OR ANOTHER SEED MIX MEETING TME LATEST TOWN OF GREENVILLE STANDARD SPECIFICATiONS.
ALL EROS!ON COMTROL MEASURES SHALL BE IMPLEMENTED AND CONSTRUCTED IN ACCORDANCE W!TH WISCONSIN DNRTECHN1CAL STANDARDS.
ANTtCIPATED CONSTRUCTiON SEQUENCE:
1. INSTALL TYPE D-M INLET PROTlCTm Dn-CH CHECKS, S!LT i 2. INSTALL MEWCULVERTAND DRIVEWAY. (iNCLUDETME SEG OF THE PROPOSED SAhiiTARY SERVICE BELOW THE PROPOSE DRIVEWAY.)
3. GRADE, TOPSOIl, SEED & MULCH DRiVEWAY SLOPES AND51 wrm ESOS!ON MAT AND R!PRAP AS WD!CATED ON THE pi 4. tNSTALl TRACKOUT CONTROL ON THE NEW DRIVEWAY,
REMOVE UNSUmBlE MATERIAL FOR CONSTRUCT! DM.
BEGIN CONSTRUCTION ON THE BUILDING ADDHION.
INSTALL BU1LDIN5 U-nUTIES.
GRADE REMAINING AREAS TO BE PAVED AND INSTALL RETA WALLS 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% ESTABUSHE
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OMNNf PROJECT NO. Fi3001013.00
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CULVERT DISCHARGE WITH RIPRAP INSTALLATION
UNHOLE 4' DIAMETER PRECAST CONCRETE MANHOLE
12- MAX HEiCHT ADJUSTING RINGS W/ MM. ADJ. ffiNG THICKNESS OF 2- W/ WATERSTOP (PREMOLDEO) PLASTIC MAST1C-KENT SEAL NO. 2 OR EQUAL (TTP.) SMALL ADJUSTMENT RING IS RUBBER.
NO MORE THAN 3 RINGS.
PIPES EKFERING AND EXITING MH'S SHALL BE FULL PIPE LENGW
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TRACKOUT CONTROL DETAIL
SANITARY SAMPLING MANHOLE
DITCH CHECK, MATERIAL PER W15DOT EROSION CONTROL PAL UST
EMBED DITCH CHECK PER MANUFACTURERS SPEC!F!CATIONS
•BOTTOM ELEV OF DITCH CHECK SHALL BE GREATER THAN TOP OF LOWEST PO!NT ON D!TCH CHECK
TEMPORARY DITCH CHECK DETAIL
GENERAL NOTES
TRENCH SHALL BE d MtHtMUM OF A" WIDE & 6" DEEP TO BURY AND ANCHOR THE CEOTEXT1LE FABRIC. FOLD MATERIAL TD FIT TREWK AND BACKFILt I. COMPACT TREHCH WITH EXCAVATED SO!L.
ATTACH THE FABRIC T THE PDSTS WITH WIRE STAPLES OR WOODEN AND NA!LS
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SILT FENCE SNON-REINFORCED)
TRENCH DETAIL SILT FENCE INSTALLATION
51LT FENCE TIE BACK
(WHEN REQUIRED BY THE ENGINEER)
EROSION MAT INSTALLATION
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BAG AND THE STRUCTURE. MEASURED OPENINGS TO THE STRUCTUf GEOTEXTiLE FABRIC TYPE!
BAG. FRONT. BACK, AND SOT FRONT LIFTING FLAP IS TO BE ; SIDE FLAPS SHALL BE A MAXI AND REIMFORCE WITH MULTIPl FLAP POCKETS SHALL BE LAF STEEL PIPE. OR WOOD SHAl BLOCK THE TOP OF THE CURE
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OMNNI PROJECT NO, R3Q01013.QO
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SANITARY / STORM CLEANOUT DETAIL
TOP AND BOTTOM OF OUTSIDE Of s-iLTER BAG BEING ONE PiECE.
^EN REMOVING AND )M!NTAINING FILTER BA OF TWO INCHES LONG. FOLD THE FABRIC OVER ITOACCEPTW30D2">;4". THE RE6AR, -LED EN THE REAR FLAP AND SHALL NOT
LIGHT DUTY CONCRETE PAVEMENT SECTION
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HEAW DUTY CONCRETE PAVEMENT SECTION
%7FT. BATTER CURB FACE
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