HomeMy WebLinkAbout1000-121.-6-1 (3)
REVISIONS:
4b EXI5TIN6 SCREENINS
N 02 13" 10" W / EVERGREEN TREES SITE DATA JANUARY 20, 2006;.;
45 400.00' l 2 SCTM# 1000-121-06-01 PARKI PARKING CALCULATIONS pp
T/ +45.1--'r . O` PROPERTY: 35 COX NECK ROAD EXIST. ST
/ EXISTING-. ADRESS MATTITUCK,NY 11952 EXIST. OF EXIST. STORAGE BUILDING: 9906sf/1000 9.9 spaces n v ~~"1 I
EXIST. OFFICE SPACE: 320 sf/100 3.2 spaces 1LJI EXIST. PRODUCTION: 6,992 sf/500 13.98 spaces MAR 2 d 2006
46\ o OLl GAT ON OWNER: PREMIUM WINE GROUP, LLC EXIST. PP ZONING: LB EXIST. TA EXIST. TASTING ROOM: 738 sf/150 4.92 spaces L
40 FT SIDE YARD SETBACK LINE / EXIST. TOTAL REQUIRED 32 spaces 9outhoid town
/ SITE: 155,204.28 SQ. FT. = 3.563 ACRES
(h BUILDING: EXISTING: 20,565 SF PROPOSE PROPOSED PRODUCTION AREA: 4216sf/500 8.43 spaces PROPOSED OFFICE AREA: 2803 sf/100 28.03 spaces
AREA PROPOSED:5,384 SF PROPOSE
TIC. 45.5 X15TING EX15TI TRE€5 TREES / i LOT EXISTING: 13% PROPOSE PROPOSED MEZZ. STORAGE 827 sf/1000 .82spaces
COVERAGE PROPOSED: 16.7% PROPOSE PROPOSED MECH. STORAGE: 530 sf/1000 .53 spaces Y
\ EXISTING h / ALLOWABLE: 20% PI PROPOSED TOTAL REQUIRED: 37.81 spaces
TREES / LANDSCAPED EXISTING: 56%
i \y Nb AREA PROPOSED: 52.640/6 T TOTAL PARKING REQUIRED 70 spaces = 0
i REQUIRED: 350/• T TOTAL EXISTING PARKING 49 spaces O
SURVEYOR: PECONIC SURVEYORS, P.C. T TOTAL NEW PARKING 21 spaces
1230 TRAVELER STREET a G . SOU OUTHOLD NY 11971 .\Q LICENSE#49618 (LAND BANKED) W
LAWN , N w z
/ LP ;EXISTING ph I. 1. ALLOWABL
If/ •~-1 2 DATED MAY 15, 2001 SANITARY 1 VITARY CALCULATIONS Z
I. ALLOWABLE DENSITY O
T/ 45.5 u/ o.~ yI TOTAL ACI TOTAL ACERAGE: 3.563 ACRES
HYDROGEI HYDROGEOLOGICAL ZONE: ZONE IV
NEW RAIN WATER DRAINAGE .'IA ~A WATER SU WATER SUPPLY: PUBLIC WATER Q Lu
5Y5TEM RELOCATED ALLOWABI ALLOWABLE: 3.563 Acres x 600 GPD. = 2,137.8 GPD
TOTAL SITE SEWAGE DESIGN FLOW: 1,125 GPD G
(2) 4 FT VIA NEW D15TRIBUTION CHAMBER (DG) Iq LEAGHINS p TOTAL SITE SANITARY DESIGN Q Z
(1) 10 F/T, VIA x FT HT RELOCATED LEACHING Q POOL EXISTIN II. SANITARY! 5 SEWAGE DI SEWAGE DESIGN FLOW: 06
POOL ,LP) EXISTING WINERY (SYSTEM ff1):
(2) 10 FT VIA x b FT HT NEW LEACHING G" EXISTING 1 1. TASTIQ 1. TASTING ROOM (5 GPD/OCCUPANT) co RON
POOL (LP) - 51 C~ 2.INDUST 5 GPD X 20 OCCUPANTS = 100 GPD Z
45 2. INDUSTRIAL (0.04 GPD/SF) O
\ EXI5TIN6 516N WITH -yDG t~ 0.0 0.04 GPD X 17,720 SF = 708.8 GPD
\ (2) EXI5TIN6 UP , LIGHTS , LP ~p\G• p . ' . EXISTING EXISTING SEWAGE FLOW = 808.8 GPD
EXISTIN6~,~~ A'% _ / ."1. PROPOSE[ NDUST PROPOSED ADDITION TO EXISTING WINERY
pJ FLAGPOLE 153' ' - /i 0.0 1. INDUSTRIAL (0.04 GPD/SF) Q
LP r-- 0.04 GPD X 7,904 SF = 316.2 GPD >
- DG ADDITION/ ADDITIONAL SEWAGE FLOW = 316.2 GPD O
NEW WASTE WATER 5Y5TEM CP TOTAL SIT TOTAL SITE SEWAGE FLOW =1,125 GPD Z
i / yk-p$1 uN \G X NOTE: OFF NOTE: OFFICE AREA IS LESS THAN 15% OF THE TOTAL AREA ui
(1) 1,200 GAL SETTLEMENT TANK LP TI-p,- -"1
(5TL) (8 FT VIA x 5 FT HT) \ p SANITARY SY: 1ANITARY SYSTEM REQUIREMENTS
(1) 8 FT VIA x 8 FT HT LEACHING _ ~~\5~ SEPTIC SYS' SEPTIC SYSTEM -1,125 GPD
POOL POOL ,LP) 1.SEPTIC T. 1.SEPTIC TANK (ST): 1,125 GPD x 2 DAYS FLOW = 2,250 GAL F
USE MINA USE MINIMUM: 2,500 GAL SEPTIC TANK (existing)
EXISTING 5EPTIG SYSTEM EXP; $ 2.LEACHINI 2.LEACHING POOLS (LP): 1,12511.5 S.F./GPD = 750 S.F. Q
(1) 2,500 GAL SEPTIC, TANK (ST) (EXI5TIN6) b tt USE MINII USE MINIMUM (2 - 10 FT. DIA. X 12 FT. HT.) = 754 S.F.
PLUS 500% PLUS 50% EXPANSION (EXP): 1 -10 FT DIA x 12 FT HT
p (2) 10 FT. VIA.-X-l2 FT. HT. LEACHING - SST`,'` +
LU T/ +44.1 POoL'~LI-) (EXI IN6) WASTE WATER \STE WATER PROCESSING
(1)rt0 FT VIA x 12 FT WT EXPAN51ON POOL ' NEW PRODUC• EW PRODUCTION AREA
Z (EXP) WASH DOV WASH DOWN OF TANKS 285 GPD
1 p / NE EXI5TIN6 AG \ CORDENSER, - TOTAL PROCESSING 285 GPD
\ N4~ ' . O TOTAL E~\ WASTE WATER LSTE WATER PROCESSING REQUIREMENTS:
H B P AN S ( IF . ; _ 5p,\N _ ~j\/•~j~) WASTE WATEI I.SETTLEMEP TASTE WATER SYSTEM - 285 GPD
.CHIN6CP LEV O b LSETTLEMENT TANK: 285 GPD x 2 DAYS FLOW = 570 GAL
(U 10 FT DIA T FT H 1 - 1,200 G 1 - 1,200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 5 FT HT)
44 2.LEACHING F LLEACHING POOLS 285 GPD 11.5 SF / GPD =190 SF 06 Z
~x\•,1\Nb • ' ' 1' \'1M1 , ' - - USE 8 FT C USE 8 FT DIA x 8 FT HT POOL (LP) = 200 SF y Q•
IV. RAIN WATER RI JN WATER RUNOFF DRAINAGE CALCULATIONS: J M.
w
T/ +44.8 ; sJ EXI5TIN6 NEW ROi ' rc ' 8 NEW ROOF AREA OF WINERY W -j.
Vo- ' TREES DRY WE DRY WELL AREA x RAINFALL x RUNOFF FACTOR
8,811 SF x (2112 FT.) x 1.0 = 1410 CU FT W
fG USE; USE: (3) NEW 10'-0" DIAMETER x 3'-8" HIGH SOLID DOME W "
GpNG'. • / 20 USE: USE: (2) NEW 10'-0" DIAMETER x 6' HIGH POOLS Q F- • 8
t\91 N~~' iP1 *r n2 USE: 1 USE: (1) RELOCATED 10'-0" DIAMETER x 7' HIGH POOL
5+ USE USE (2) 4 FT DIA DISTRIBUTION CHAMBER (DC)
TIM P~~.~ ~G, \ • (3) 10' (3)10'-0" X 3'-8" SOLID DOME = 326.1 CU. Fr.
(2) 10'-D" X 5'-0" STORM DRAIN RING = 684.2 CU FT
\ o pt e EXISTING TREES (1)19'. (1) 10'-0" X 7'0- STORM DRAIN RING = 479 CU FT
1489.3 CU. FT.
V\ t I PROM PROVIDED REQUIRED tE OF NfN
F\71 ~6J 1489.3 1489.3 CU. FT. > 1410 CU. FF, y~~ . ST F AV
EXISTING~~/ \ \
TREES ) \
MARK
I\A f\ ~N W\` +na.i TEST HOLE GEOSCIENC CIENC BY DONALD ~y 1 9531 E
SOUTHOLD, Rf0 R~ NO SCALE NEW YORK 11971 "
T/ +44.5 \ E~bPad' 'C TEST HOLE DATA
EXI5TIN& TREES \ ypp.PjN ' N~ NP' P I `I\GE \G'E TE. ROJEC O 5
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DRAWN BY:
\ I LAWN SAND AND GRAVEL g RIC TO MEDIUM SAND t CHECKED BY:
vol Eris 6 'yg?0
Z\~ i~ 17 FT.
AWN DATE: SEPTEMBER 29, 2005
Z, Vmmmm,mmom.PURSUAWTOSOUMOLDTOWNCOiDESBC N y SCALE:
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s ~ TREES ,/1 O ~v FAMI'N SIB ~F
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Code 9eCt10U 100-253. ,
T/c+44s SITE PLAN a period of three (3) yeah from the dale ofaplprwal aapllr,
SCALE: V= 20'-0" a o„ a~ 0 sp
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I I I II III DNAwN BY: NS
II II III I I I I I I
II CHECKED BY: NS
II _J
DATE:
II II II II I I ml ~ _ -m I SEPTEMBER 29.2005
- - - - - - - - - - - - - - - - - J SCALE'I/8-• = 11 _ 0-.
SHEET TITLE:
FIRST
FLOOR
PLAN
SHEET NO:
PARTIA :TIAL FIRST FLOOR PLAN
SCALE: 118"= l'-0"
1
PLANNING / SCHDS
u II II II II
I I LOADING AR
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XI5TING R00 OW EXISTING BARREL RAM RAM
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PROJE O: 0508
II II II II II Ijl j II II
II II III DRAWN BY: NS
II II II II
II II CHECKED BY: NS
II II II III _ I I I
II II II II II m DATE:
- - -mJ SEPTEMBER 29 2005
- - - - - - - - - - - - - - - - BCALrzl/8.. a 1. _ 0..
SHEET TITLE:
SECOND
FLOOR
PLAN
PARTIAL S IkL SECOND FLOOR PLAN SHEET NO:
SCALE:: 7/8" = V.0"
2
PLANNING / SCHDS.
EXISTINS STRUCTURE NEW ADDITION EXISTING STRUCTURE
c GROSS GABLE WITH SHED DORMER
EXISTINS NO NO ROOF PENETRATIONS (MECHANICAL, EXISTING
CUPOLA NEW WINDOWS Pl )OMPLUMBING VENTS) ON THIS ELEVATION HEIGHT OF NEW CUPOLA
TO MATCH ATGH STRUCTURE TO
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COLUMNS TYPICAL SC
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SCALE SCALE: 118" =1' -0"
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EXISTING STRUCTURE EXISTING STRUCTURE
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EXISTINS PENE PENETRATIONS (MECHANICAL, PLUMBING CUPOLA CL 4
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NO NORTH ELEVATION PREMIUM WINE GROUP ~C 017953-1
SCALE: SCALE: 1/8"= V-0" CONSTRUCTION TYPE: STEEL FRAME (NON-COMBUSTIBLE) 5TIBLE) Eqf Aa
PROP05ED USES: BUSINESS (OFFICE)
INDUSTRIAL (WINERY FERMENTATION) ATION) PROJE O: 0508
AC6E550RY 5TORAGE (CASE STORAGE STORAGE / MECHANICAL)
HEATIN(5/COOLING: GAS FORCED AIR HEATING AND COOLIE JD COOLING SYSTEM, DRAWN BY: NS
ROOF TOP UNITS WILL NOT BE USED USED CHECKED BY:
SIDING: MATCH EXISTING: "HARDIPANEL"-51ERR '-L"-51ERRA W-FIBER NS
CEMENT, VERTICAL SIDING PANELS WITH ELS WITH SIMULATED WOOD DATE:
TEXTURE WITH BATTENS, PAINTED :D SEPTEMBER 29,2005 SCALE:
((BENJAMIN MOORE-HO-112, REVERE PEWT ERE PEWTER) TO MATCH EXISTING 118" = 1. - 0"
TRIM: (MATCH EXISTING: "HARDI TRIM" - FIBER " - FIBER CEMENT SHEETTITLE:
SMOOTH TRIM AT ALL WINDOW AND DOO AND DOOR CASINGS, SOUTH
CORNER BOARDS, FRIEZE BOARDS, ETC,. R05, ETC. PAINTED
MENJAMIN MOORE -CHINA WHITE) TO M.4 TE) TO MATCH EXISTING ELEVATION
ROOFING: IMATCH EXISTING: STANDING SEAM META AM METAL ROOF,
COLOR MATCH EXISTING (EMERALD GREE ALP GREEN)
WINDOWS: ANDERSEN" CASEMENT WINDOW5 OR FU W5 OR FIXED (WHITE)
MAIN DOORS: MATCH EXISTING: MAIN ENTRY DOORS, DOORS: CUSTOM WOOD DOOR5
COLOR: MATCH EXISTING (DARK GREEN 2K GREEN) SHEET NO:
EXIT DOORS: IMATCH EXISTING: METAL - PAINTED TO I NTED TO MATCH TRIM
UTILITY DOORS: 'MATCH EXISTING: METAL - PAINTED FAC INTER FACTORY FINISH WHITE 3
PLANNING / SCHDS
EXISTING
CUPOLA EXISTING
CHIMNEY
EXISTING OVERHEAD
® ® BEYOND STRUCTURE COVERING a~
CRUSHING AREA
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ENTRY DOOR TRELLIS WIC WINDOWS VENT METER FENCE
DOORS STRUCTURES o
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SCALE: 1/8" =1' -0"
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DRAWN BY: UT
WEST E ,ST ELEVATION
SCALE: 118" = T -O" CHECKED BY: NS
DATE: SEPTEMBER 29 2005
SCALE: 1/8.. a 7~ On
SHEET TITLE:
EAST
& WEST
ELEVATION
SHEET NO:
4
PLANNING / SCHDS