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HomeMy WebLinkAbout1000-120.-2-20300.0 E N 61'36 EO.O E ' 200.000' 49. 99 N 58'00'40.0"E ;~58. 980'~'~ o ~ooo3'3o.o,'L~,-,,~ ~ ~ '~?'~0'0"~,~'~'~''~ ..... 83.600' [ N 237.460 / ~ · 0 324.0u [ ~,L~.~=:~¢.~,,[ ....... ~,_~,~o~ ~ ...... -o' ~' ' ....... n.o o MARTHA CLARA SiTE KEY MAP NOT TO SCALE I ! I I I % S 18'17'50.0"ff [ I000---~ SECTIOhr BLOCK 2 LOT ,3.1 BTm.nE,,lC. ,,800.00' {~3STING BAZN/ I 160.00' 19'30'10.0"F/' 833.81' 4 16'35'G0.0' £50.00L 70'56' 00.0" R 78. $0' 1000 SECT£ON 120 BL~CK 2 LOT ~ 72'08' 30.0" If' ~247,50' N 72'08'30.0" -- 229.00' ',SEE SHEET SI-2 FOR ~ Ei~I~JRCED SITE PLaN N 60'25'00.0"F ¢00' I I I APPROVED ~Y PLANNING BOA.D TOWN OF ~OJTHOLD by Dept. of Health Services ~ CALL 852-2097, 48 HOURS iN ADVANC,=, J , · TO SCHEDULE iNSPECTION(S). J S.C.T.M.: DISTRICT 1000 SECTION 120 BLOCK 2 LOTS 2 & 3.1 ZONE,: A/C ~lOV O 9 :L - / /57. i~'"'..--..~ 1"0 .A I~.'~T ~l-b FOF¢ , . 57 8 ~ .~,~. / ~ _.~ ........ ~x~A~lo~ ~T~.e.,.~w~o~ ~,~ ~ ,I ~ c~'~ ~ , i _ ~=~ ,,~ ,.,- ~ ~ ~ ~ '~ ', ~ " " ' ;:',., "4 ~ ~ l~ ~ M~O~ ~O~I~NC~ ~; ~ 58.7 ~~. ~ ~ LOCATION: - MA~ITUCK ': ~ ~ ~. Jl ~ TAX MAP NUMBER: - 1000-120-2-2, 5~1 3 %% ~ ~ PROJECT DESCRIPTION: SITE P~N ' , , . / / ~ % 05~ Z~.- ' , ~6.6 ~ 1458 CU, FT. REa'D ~ItE x loax = 6~0 CU, FT, ;Eo, D ~/1~ x ax - 43 CU, FT REO'D USE I B'¢ x 4'-0° DEEP = IGg CU, FT, PRBVIDED REQ'D PROVIDED 0 SCAL~ .2ddo Ao~eo1~ P.~. I~.nvironnaeau~! Consul~nt Property Owner: ROBERT EN'I'~,NMANN MA z-rfz-dCl~, NI~'W YORK !19~ Arch/tect, P. C. 4464 OAK B.~,CH .A,~O(~.&T~ON OAK BE.iCH, ~ YORK ~70~612 FAX: 51&661-826~ ARTHA O. NEW WINERY 2595 SOUND AVE CON$.i',~.IC"~ON ~ DAT'~ SITE DRAINAGE PLAN AND CALCULATIONS 1000-120-2-2 & 3.1 DESIGN DE'~.T OPM~.NT -- PROPERTY LOCATED IN HYDROLOGICAL ZONE IV. SYSTEM #1 @ EXISTING BARN TASTING SANITARY DESIGN ROOM SYSTEM #2' NEW 'BUILDING EXCLUDING BASEMENT SYSTEM # NEW BUILDING BASEMENT FLOW .FROM MAX, 50 PEOPLE 0 7.5.0gpd = 375 g/d FLOW FROM 1700 OFFICE SPACE © .06 gpd = 102 FLOW FOR WASH UP AREA AND SANITARY FACILITY: BASED ON FLOW FROM 133 PERSONS @ 7.5 gpd = 998 AN AVERAGE MAXIMUM PRODUCTION OF 235 HARVESTED TONS - - -~ PER YEAR THE MAX MUM DAILY WINERY WASTEWATER DISCH FLOW FROM 1800 S.F. STORAGE © .04 gpa = /z ARGE TOTAL FLOW - ~l/u .... '-d IS 875 go/dey FOR 60 day.s THIS IS BASED ON THE USE OF - g/. THE NAPA COUN~ FORMU~ (USED WIDELY IN THE INDUSTRY) . USE. 1200 g/d 875 gal/day = 875 gal/day SEPTIC TANK OF ~0(2) DAY FLOW = 750 g/d SEPTIC TANK OF ~0(2) DAY FLOW = 2400 g/d SP~IC TANK OF 2 DAY FLOW - 1750 gal/day -- USE 8'dia SEPTIC TANK WITH 4' DEPTH (STANDARD SIZE) USE ~0 dna SEPTIC TANK WITH 5' DEPTH (STANDARD SIZE) USE lO'dia SEPTIC TANK WITH 4' DEPTH (STANDARD SIZE) L~CHING POOLS = 375 q/d LEACHING POOLS . = 1200 q/d L~CHING POOLS = 875 gal/day 1.5 gpd/sq, ft 1.5 gpd/sq.; ' = 250sq. ft. OF = 800sq. ft. OF: .ugevsq , SIDE WALL NEEDED SIDE WALL NEEDED = 58~ 53 sq ft OF ' USE 500 MIN. , . , ~ SID~' WALL' NEEDED USE 1 8' die POOL, ~-0" DEEP = 338 PROVIDED USE 3 8, die POOL~, 11'-0' DEEP USE 3 8'di~ POOLS 8' DEEP USE 1 8'¢ POOL 8-0 DEEP FOR FUTURE EXPANSION USE 2 8 ¢ POOL 11 DEEP FOR FUTURE EXPANSION USE 2 8'di~ POOLS WITH 8' BEPTHI FOR EXPANSION ~ TOTAL DISCHARGE = 375 + 1200 + 875 = 2,450 GAL/DAY ,~ ' ~6'-~' ' ~c ,~ ~,~ I ~9.96 ACRES ~~,N,~ ~" ~I~.. ' I = 61 GAL/DAY ACRE I = 61 GAL~DAY/ACRE ~ ~ ~ ~ PIPE ~ ] ~ASTIN~ T¢ ~' II II [I ~ ~ ~r~ B::::== ==:=::~ / I~ ' ~ ' ' , -- OUTLET TO .................. PITCH I/~ ~ ~T, ~ ' . / *~. ~ _ III II IlIII , I Il IL /~1' ti :~ .... '~~ /11 II TYP. SEPTIC TANK ............ ' ~ [ % G~ WELL D~AI ~ = ~ SE~IC TANK ~E~EEEE~ ~ ~~ SY~EM ~1 ~ISTING I SYSTEM ~2 N~[ BLDG. I SYSTEM ~3 N~ BLDG. ~ [ ~A~ 3/~s'=~' o' L ~ ~~ ~INo~= ~~ BARN TASTING ~OM EXCLUDING BA~;MENT ~ BASEMENT ~ ~ : - ~ ~,,OOL ::=:====::::~EEE~EE~ 4-0 U~UID pTH ~S-O U~U~D U:PTH, 14'-0" UOUID DEPTH , 1 !Jii PROFILE OF S~ARY SYSTE~ ~ ~, .N A~ ~o~ ~,~:~ ~o~ ~ ~N~ ~ ~ -- 5L~ TOP ~ ~N A~AS. 5. FLO~ B~LE O~ D~P 'T' ~UI~ ~D. ~O~OM TO B~ INTO PROFILE OF SANITARY sYSTEM ~"~.~ P.E, ~l'~-a~, ~ YO~ 11952 ~t_ 51¢587~ ~ C~ ~EY~DS NEW ~ERY 2595 SOlD A~ ~~C~ ~ 11952 j ~ ~v~um p I~ / ~e--,,~ I J? l~°~o~ ~ / I~/~°~~~. / SANITARY -'AN '~' ~ DEl'AILS , ~ ~ .,Ne 1000 120.-2-2 & 3.1 STORM VSCALE: 3/8'=1-0 16 S~P O0 SA 'LINE (1St. ~VlG~ ROAD ~OR. VI~A~ ' ' ' ~ ~l~T ~ - ~ ~tO~ PAtiO- 1 BAR" ~ -- LOADffiG DUMP~TER~ . . .4 ARB~ KEY SITE PLAN 0 10' aO' 40' ~XI~'FIN~ SCALD I' = 40' iNLet I I DRIVE I 0 OAK B~,ACI-I, ~w YORK 11702-4612 631.587.8046 - ]FA,~ 631.661.8269 THOMA~ D. ~RI~ J.y, P.C. STI~CTURAL 4 BEZAL LAN~ SMITHTO~, N.Y. 11788 631.724.7888 - FA~'-' 631.724.5740 BAiTEC C. ONSULTANTS CONSULTING MARTHA CLARA VINEYARDS NEW WINERY 2595 SOUND AVENUE MA'ITITUCK, NY 11952 8~A.'nC D~e. rc.,N P~NGBOA~D WO~qG ~ON TO AI~II~/~"ITJIAL ~ vmwse, PROPOSRD SITE PT,AN ~mmm mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm,,ii,, mmm mmmmmmmmmmm~, y/ ~ ~ ~ mU J){~ BLDG. ' ~ DUMPSTE~ Ir~ S spel ~C~'teCG ~C., ~~~o~o~o~ ~.~. nm - 2595 SOlD A~ EN~GED SI~ P~ - ~ST END ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ST ~D , o 5' ~o' 20' ~ m V ENLARGED PARTIAL PLAN - SIGN LOCATION 0 2'&" 5' I0' 5CALS, I" = I0' DRIVE TO 'MA CARI' Ira Haspel Architect, P.C. 33 ANCHOR WAY - 4464 OAK BI~CH ASSOCIATION O~Z,[ BtLACH, NEW YORK 117~12 ~r: 631.587.~ - F~ ~1.~1.~9 THOMAS D. It~m~ :~, p.C. 4 Bn~r.~ S~zrttTOWN, N.Y. 11788 631.724.7888 - FAX~ 631324.5740 EM'I'EC CONSULTANTS I~ coNSULTiNG ENGI~ns 3555 VE, TE, RANS HIGHWAY SUIT~ M RONKONKOMi, N.Y. 11779 6~1.981.3990 - FAI~ 631;981.~71 MARTHA CLARA VINEYARDS NEW WINERY 2595 SOUND AVENUE MATrITUCK, NY 11952 ms~u.m~s~uN AS ~]F~IG ~ PROPOSR13 ENLARGRD PARTLAL SITE PLAN - SIGN LOCATION WAINiN~. 42'-0" 0 0 © 0 0 0 0 0 0 0 0 O0 O0 O0 O0 O0 O0 O0 0C3 O0 O© 0 O0 O0 O0 O0 O0 O0 O© O0 O0 O0 O0 O0 0 0 0 MECHANICAL/SPRINKr ~R HOt .DING T~q'I( ROOM 570 S.F. ~I4'~R 235 S.F. 8~0 S.F. T~I~tGE 00000 . 933S~. FLAT GC~NNEC, TION TO Ira Haspel grct~'tect, P. C. ~3/L~iCHOR W~¥ - 44~ O~ B]L~CH O/~ BR&C~ N~ ¥OIU( ~1702~1~i~ THOMA,S D. ~ R'mr .y, P.C. STRUCTURAL F'~r.u,¢ CONSULTANTS INC. CONSULTING 3555VI~rii~RqSHIGHWAYSDxi~M HA EYARDS 2595 SOUND AVENUE MATTITUCK, HY 11952 ,, PROPOSED BASEMENT PLAN ~7,026 G. S.F.) ~U~I~M~ON ~S lsl~. A~I~t'EC/%II~ imvtuw BOAID PROPOSED BASI~.MF~NT PT,AN TASTING ROOM 1,995 $.F. 13,5 I~I~ON CAPACITY O© DISPLAY AREA I,I~S.F. DEMONSTILA.TION IaTCI-mN 348 S.F. WINE STORAGE 675 S/~. On'iCE 168 S.E 70 CORRIDOR WOb~NS -- ~.r .~CritlC CLOSET COAT ROOM 138 S.F. LOBBY 6:25 CORRIDOR P~U.~T STORAGE 400SZ H II II II I ZZ 2~ i i -- i II II ~Y PROPOSED FIRST FLOOR PLAN (7,723 G.S.F.) ~C~?~' $~. DOES NOT INCLUDING ~IA H I I I-ZJ K1TCI-m~I 217 S.F. SI-I~i,iNG/ REf~]VING 280 S.F. TOTAL G.S.F. = 17,829 S.F. I I COOT.~in 158 PL~T AREA/ DOCK TO Ira Haspel Arcl 'tect, P. C. O~K B~C~, ~w ¥OI{K ! !70246~ ~-' 851.~87.80~ - FAX: STRUCTURAL K-NGIN~R 4 B~-~, - LANE sM ql-iTOWN, N.Y. 11788 631.724.7888 - FAX: 631.724.5740 RMTEC CONSULTAIvi~ CONSULTING 3555 *VEgR~AN~ HIGHWAY b"0n~ KONKONKOM& N.Y. 11779 631.981.3990 - FAX: fi31.9813971 MARTHA CLARA VINEYARDS NEW WINERY 2595 SOUND AVENUE MATITrUCK, NY 11952 a.uviag)N~ 10-B~ 114~.$9 01.0'/.00 PROPOSED · Fn~T FLOOR PLAN DESIGN DEVI~.r OPI~WT Al-1 ~ PROPOSED SECOND FLOOR PLAN (4~295 G. S.F.) Ira Haspel Arct ect, P.C. 33 ANCHOR WAY - 44&¢. OAK BI,iCH ~TION OAK BEACH, NEW YORK 11702-4g12 Tt~.. fi31~587.804~ . PAX: f~l,~l.llafi9 ffrRD t;i'U'RAL 4 BR~:~.LAHB 81ffI'I-1TOWN, N.Y. 11788 F.A.~ 631.724.5740 CONSULTING 3555 VI~T]~,ANS HIGHWAY l~Dxl'~, M RONKONKOMA, N.Y, il77~ 6.51.981.3990 - FA~ 631.981.3971 MARTHA CLARA VINEYARDS NEW WINERY 2595 SOUND AVENUE MATTITUCK, NY 11952 PROPOSED SECOND FLOOR PLAN ) ~_.~_~GN D~v'Rr O~ WAIL~TIN~. ~dac a,scapam of a~ .'_-_: ;:'_ .., _j ~ j~'t~D~.a I ~D'T-/20.A I A Ill .....- ~1 xv./ ,, ~ \ A PROPOSED ROOF PLAN Ira Haspel Architect, P. C ANCHOR WAY - 44~ OAK B]J~ACH A~SOCIATION OAK: B~CH, 1N~w YORK. 117(11-4612 "jl~r,, 631~,87.8046 - FAX: ~G1.661.8269 MARTHA CLARA VINEYARDS NEW WINRRY 2595 SOUND AVENUE MA'Iq'TrUCK, NY 11952 ~11/~ , 17/Ilo PROPOSRD ROOF PT,AN PLAN DESIGN DEVI~.r OPI~m. NT JO~OO.a I .v i i~OA I [O&4~IE j--, ~' 'iO&4-OI.A I Io 15 / ~2 ' A ~, L1NR OP PILOT PLOOH 108211%A } SCAI~ LIN~ OP FII~T PLOOl O~OO.A r ] Ira Haspel ArcI 'tect, P.C. .33 ANCHOR WAY - 4464 OAK RB&CH A,~OCIATION OAK BEACH. Nltw YORK 11702-4612 Tm*., 631.587.8045 - FA~ 631.(~1.8259 STRU~ ~qG]N~. ~TI-rI'o~, N.Y. 11788 631.724..7~ - Ffi]~ 631.7~4.8740 I 3555V 'f~,ANS/:.HGHWAYSUn**uM ~ CONSULTANT~ CONSULTING RONIO3NKOMA, N.Y. 1169 631.981.3990 - FAX: 631.98139'71 MARTHA CLARA VINEYARDS NEW WINERY 2595 SOUND AVENUE MATTITUCK, NY 11'952 PROPOSED F-/.EVA~ONS I [c~',~o.^ l- WEST ELEVATION ~CAT ~' 1/8"=1'-0" IIO~O0.A I A NORTH ELEVATION ~4'"r=o.^ j A A 12 Ira Haspel 2irchitcct, P. C. 33 .~NCI-IOR WAY - ~ OAK BEACH .-~S(XXATION OAK BEACH, IN~W YORK 11702-~12 Tm~. ~1.587.80,~ - FAX: STRUCTURAL I~'gGIHI:~RI~ CONSULTING 4 B~T~T. ~ 3555 ~ HIGHWAY SUITG M ,~arri-fl~WN, N.Y. 631.724.7888 - FAX: 631.7245740 63!.981,3990 - F~: &~1.981..~71 MARTHA CLARA VINEYARDS NEW WINERY 2595 SOUND AVENUE MA~CK, NY 11952 n~oFm~rm~oa~. PROPOSR~D RT.RVATIONS i D~IGN D~T 0~ .................................. ~- .... ~ ........ /~~-~"~ 1/~2~ l~llll~' STONE STONE WATERTABLE AND STUCCO O ~-~o .c ~EAVE DETAIL AT NORTH AND SOUTH GABLES 0:: O O ~4~IO.G j ~ETAIL ~ NORTH & SOUTH GABLE ENDS Ira Haspel Arch/tect, P. ANCHOR WAY - 4.4~4 OAK BEACH ASSOCIATION OAK BEACH, N~w YORK 1170~[612 TilL: ~31-~87.80~ - FAX: MARTHA CLARA VINEYARDS NEW WINERY 2595 SOUND AVENUE MATITrUCK, NY 11952 TYPICAL BUTT .DING DETAILS VINEYARDS 'RT JX'VATION -I r II.~s ~,SIGN ,~- INEYARDS B~ING SIGN ELEVATION '~=~.z~.AI.B: 3'--p-Ow Ira Haspel Architect, P.C. 33 ANCHOR WAY - 4464. OAK BHAC~ ASSOCIATION OAK B]~CI~ l~w YO~ ~17~2 ~ ~1.~7.~ - F~ ~1.~.~ THOMA~ D. ~r~rr .LY, p.C. STRIJ ~-x'URAL ENGII~mr~R 4 B~I1T- LA.N~ ~a.t'l.'l-lTOWN, N,Y. 11788 6~i.724.78~8 - FAX: 631.724.5740 I/MTIK; CONSULTAN'I~ INC. CONSULTING IL.N!GII~'~n 3555 VETERANS HIGHWAY fforz~, M RO]N~.~)i~OMA, N.Y. IIW9 r. 631.~1~ - F~'~1.981~I MARTHA CLARA VINEYARDS NEW WINRRY 259'5 SOUND AVENUE MA'ITITUCK, NY 11952 Dmrq~l DEVIII.O~h'T SIGNAGE AND GRAPHICS