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HomeMy WebLinkAbout1000-85.-2-10.2 (5) r • • ,. .• . .: '; . . . `. " ' : ••: ------------ - ---- - ----- ---- ---- ---- Rev. 6/74/04 • ' EXf<.JT•IN6*"YEL04AD ' .,. -- - - - --- - -- - -- - -- - EXISTI1�Cz_-Y(NEYARD -----_-- -_-_..-- SITE 1000-97.1-25.1 1000-85.2-10.3 1 .2 �b S 52 PROPERTY: 36225 MAIN ROAD ADDRESS CUTCHOGUE, NY. 11935 y BEDELL NORTH LL -- - OWNER: CUTC OGINE AD 1R 935 - (LINE OP DEVELOPEM - RI6+iT SOLD) - --- - - - - - L -- - - C,® • '' _ -_- EXIST. n SURVEYOR: POO. BOX 931 SEPH A. NGEGN0 ro _ 1• .. RIVELICENHEAD, NY 11901 r = y I T •t - \ STORM DRAIN I DATED DECEMBER 23, 1997 -- - rR EA ILO e. ZONING: A-C STING" •, - - - - Iry \_\ ' I AREA 49.42 ACRES 1 2,152,735 SQ EXISTING GARDEN - EXISTING o LOT: 1.33% ACTUAL 1 20% MAX. A�D Y sryd • COVERAGE NOTES:a • . - � NOT THE LOCATIONS OF WELLS ANN � zz q ✓ 5 1, I r' *•��, €XISTING CESSPOOLS SHOWN HEREON ARE Z EXISTING �c�.�' STORM DRAIN FROM FIELD OBSERVATIONSa IRRIGATION / * i 4'- • .j 1 f` DATA FROM DATA OBTAINED M � �+r i FROM OTHERS Z - - �5p/ / r PRUSH , �� (IX. ISTtN� WEL•�� . . IS 1 RIS j SRA _ �] a W 056�' � nW � _ _ �� �'� '` `"�,�� £� � � � � �,• PARKING CALCULATIONSLCL s M r I C IIlS y , RESIDENCE. 2 PER RESIDENCE � Q 0 Z_ EXIST$ `W` I II III WINERY: RI QQ g EXISTING OFFICES: 745 SF. @ 1 PER 100 IF. S 9 TASTING ROAM: 1,872 SF. @ 1 PER 200 SF. 6TANK ROOM:� A W I . 4 M „ o' W BASEMENT 9 5070 SF @ 1 PER 500 SF. r)'�4 A o G I TORAGE: 850 SF. @ 1 PER 1000 SF. ACE Z I < ,s Lu CASE STORdi-E: 3,200 SF. @ 1 PER 1,000 SF. 3#0 ACES �� I COVERED TASTING AREA ^ 2,000 SF @ 1 PER 200 SF 10 I IA F - -_ 4 . . . `r✓' ! Z NLinl • _ USUBTOTAL: 41.00 SPACES VINEYARD ______- 616TIG W EXISTING F;i; TOTAL PARKING SPACES REQUIRED: 43 SPACESA L7 yU I iI • o U vI'S Itf,TINIG . TOTAL EXISTIAG AND PROPOSED PARKING SPACES: 43 SPACES IIw CC INCLUDING 2 HANDICAPPED PARKING SPACES f� ISTI �b TRUCK PARKIIIG AND LOADING: I ii 9i LOADING BERTHS: 1 PROVIDED I 1 REQUIRED II I DRAINAGE CALCULATIONS Illi I 1 !. F I i ' N9T : . ;,,. • EXIST. III I f r �� SRM / - -- - II I I II I I - i N I ROOF AREA OF NEW TANK ROOM ADDITION • r I I ARF4 X RAINFALL X RUNOFF FACTOR I u I I III I I ,C ' o- .� •'�.'• I I 5,11d 3F. X (2112 FT ) X 1.0 - 865.16 CU. FT. 06Z ' , � , 111 , � �� ; . . . :. cam. '' - - - - '1 • � � - u, a• � -- - I 9TA�R © tip 4' 12TANK DIA1 F-� ) 8'-0" DIAMETER POOL STORM DRAIN . FT „p., • EXISTING L o X 2' 9" SOLID DOME = 54.2 CU. FT. S i (U USE: 1 1\ N FT G 1 o EXIST POO H ' X 4'-6" SOLID WALL RING = 190.1 CU. FT, w _j ' 11 {� GH : `EXISTING SEPTIC".�✓ � ��4^�� ,• •- • ��� ��I `A L � I I � a 1- 8'-0,X 4'-6" STORM DRAIN RING = 190.1 CU. FT. I I REMOVED M1 ,. :;. ..,i' IBnNs 1�� E�TI I j 434.4 CU. FT. SYSTEM TO'E!E „y„,: „ rEW � g Lu. r ° I AWN I ), :•4ti'•.•' . : ( I a Q�OVIDED REQUIRED ., �+ tet" "' ;•'.,',•; •• 43114 CU. FT. X 2 =868.8 CU.FT. > 865.16 CU. FT. Q �. I P• '' � it�M l*' - - - - - ---- --I--•-- „`� i � •• ;,.yl"��•;`4• � ''.,' �.. PROPO•-,€ � E �� EXISTING -- - --- - -- ,..:• LAWN i • : 3:.':`,.''..,f ^.'"C." ',. ....':�..ry',•:, REEN (I - '6 A"AN I„� 'V.VE Z I ii ROOF AREA RI NEW COVERED TASTING AREA r, ... ';,� INKBERRY 9 p6j-ABRA _ 1ER y�Lr T 1 ,•`' F`- "' y ' I 20 A X RAINFALL X RUNOFF FACTOR - - - - - - I SF. X 12 F X 1.0 333.3 CU. FT. q 0 (21 T.) PRORO`�E Wf45TE TER ��1 ,> ,: ? ' ' ° 1 ` .; ry USE:.)!) 8'-0" DIAMETER POOLS DRY WELL (DW) "a" A, a';. „ ..:' EJa ,y' 1- 8' X 2'-9" SOLID DOME = 54.2 CU. FT. Of N -PRaI ESQ POR NERY �' d .0� t NEW SANITARY SYSTEM ,�;t. ' �,•; ,., .( � � 1E WINE PROG ING TE WATER SEPTIC 5Y5TEM ---_ - - k• ---� EXISTING TREES 11YPJ tn _! 1- 8' X 4, 6„ STORM DRAIN RING = 168.0 CU. FT. ,; sr,•F SEPTIC- TANK `'I� S i I * _ (I)-8-FT DtAr7PT----- -- `t,-�' ,�r� IPROP05ED 222.2 CU. FT. y C y LIQUID LEVEL TANK (5LT) (U - 10 ft. dlax 6 ft - 700 GALLON SEPTIC TANK! C . .t GREEN scREE I tOVIDED REQUIRED LEACHING- DOLS fL FA HIN6 POOLS 6IAN ($'MIN. JUNIPERUS 222. ffiU. FT. X 2 = 444.4 CU. FT. > 333.3 CU. FT. 12.5 FT. DEEP (5) B FT DIA. X 175 FT DEEP I 1 LOCK ,CURBING 1IRGINIA - CEDAR) I EXPANSION 11 ✓ I fAFO R "PROVIDETR/IIFFIG HEART A55 !7J O FT. DIA. X 17.5 FT DEEP , CRUSH P PROVIDE TRAFFIC, BEARING 5 x475 W OUND a � EiA X RAINFALL X RUNOFF FACTOR ROJEC ' y A t h ' I 2,716:1 SF. X (2112 FT.) X 1.0 = 452,23 CU. FT. 2007C - L - - °°°III 760.0 1 ��I DRAWN BY: o PROPRTY LIN - -- - - - $ N s n (11) 10'-0" DIAMETER POOL DRY WELL_(DW)� NS GUY WIRE FOR GRAPES `n CHECKED BY: (I" X 3'-8" SOLID DOME = 108.7 CU. FT. 1- 1L'-(pp X 3'-0" SOLID WALL RING = 205.3 CU. FT. DATE: MAY 21, 2004 Z 1- 1)'-4`' X T-0" STORM DRAIN RING = 342.1 CU. FT. 656.1 CU. FT. SCALE: NCO/- NZ1PU REQUIRED 1" = 20' 0" I ii511 CU. FT. > 452.23 CU. FT. B JO ANNE F. RAGONIER I SHEET TITLE: r 4 LINDA M. PRICE NEW PARKIN AREA ARE X RAINFALL X RUNOFF FACTOR PARTIAL 2,771. 11 SF. X (2112 FT.) X 0.9 = 415.71 CU. FT. SITE oPLAN USE: ('I 8'-0" DIAMETER POOL STORM DRAIN (sDIT'D" SITE PLAN 1- 8'-O%4%9" SOLID DOME = 54.2 CU. FT. 1- 8!-0'K 4'-6" SOLID WALL RING = 190.1 CU. FT. PARTIAL1- SI-1 4'-6" STORM DRAIN RING = 190.1 CU. T. SHEET NO.: SCALE: 1" = 2 O 434.4 CU. FT. PQVIDED REQUIRED Q 434 CU. FT. > 415.71 CU. FT. I i� ----- BRIDGE LANE a N V O . _ _ .,. : . r ,. -: J. i .v. Yl S" . Y. '.. • ., _ / . 1 •\. . -.h' e -ry,.. . - , Fp F" rc`.r .. .,. .. • r . i . . .. ....... .. .. i . " _ L .: i :.0 .r .. r, .r,, u . T• , . 1. .,,= .1. ... ... ] :IYr•'e 'k - rJ 4 " I N/O/F N/O/F HILDA JIMINEZ J05EPH REILLY j %CCOTSS %'43 SOSM' YC40'aJS m' 1 fw''ID MON. QGO� GFOOL/O MON. IRON FIR GA'S - J _ I nC - - _ - I ' - --__- - _ . _-- - __ _ _ �i AREA # 1- SCTM# 1000.97-1-25.1 = 2.61 ACRES - - -- ii 3 �Le AREA # 2 -SCTM# 1000-85-2-10.3 = 42.34 ACRES (DEVELOPEMENT RIGHTS SO - - - AREA # 3 -SCTM# 1000.85-2-10.2 = 4.39 ACRES - - _ - - Zr 01 - - 0 I � O iy AREA # 2 vi A I 1 $ AREA # 3 _ - - z W - i I • I - q 0 _,� - �� AELLTIN6 � V __ WO/F _- O ANNE F. BRAGONIER V 12 ^ w �( - - - - -_ = t LINDA M PRICE Y - - - -- - -- - - -- - --- - -- - � 6RID6E LANE _.... ._.� ----•._-- --- cont.Mat I e+1n4r soca �ygNl' ' FQIA� GONG.MON. 634D4' 'xw GONG.MaAt �4\^" Ia]iD MON. F MON GONG.MON -.....� 4i 'W N/O/F VV °1,L•�1.. WIRe FBYGL 6 4 HENRY OMAN WO/F 6EOLOUISE R6E ELL�NDER WO/F k\ / NC"/^1 PALL A.pettR t ELPINIKI GART5EL05 C s�k/ z w�OHIO? LaIl6 ] i OHRI5TINA J. OMAN PATRICIA A.PETER CHARLES GART5EL05 P R/ w ER wo F ----------------------- ---------------------------- °O MiM. N FV FOR ADDITIONAL INFORMATION Fl4ID'NRIMwJ�iril�.w>•mieclu sG41fIV SEE 5HEE7 NO. I , KEY MAP SANITARY CALCULATIONS Z SCALE: 111 = 1001-01' N Q 9 HYDROLOGIC ZONE: IV -600 GPDIACRE � �. ALLOWABLE SEWAGE FLOW: 600 GPD X 2.61 = 1,566 GPD Q W J• SEWAGE DESIGN FLOW: z 1. EXISTING RESIDENCE 300.0 GPD W• 9 2. WINERY ( EXISTING & PROPOSED) 805.14 GPD W, LOOKING P �Ri FRAME AND Com To TOTAL AREA Ni SEWAGE DESIGN FLOW: 1.105.14 GPD $ GRADE IF 015TRI9UTION OR OBSERVATION FINISHED &RADE TEST HOLE BY McDONALD Q ~ POOL GEOSCIENCE 7 (ou). PRECAST REwPORCED is WINERY SEWAGE DESIGN FLOW CALCULATIONS: CONCRETE VER USED 20 v TEST HOLE DATA 7/6/2001 GRADE ELEVATION +55 FT. FIRST FLOOR: OO i 15 NOT BROUGHT To 6R¢AOE 2" MINS 0.5FT BROWN SANDY LOAM OL OFFICES (0.06 GPDISF) 44.7 GPD MCK THE POOL PROVIDE TRAFFIC BEARING - - i SLABS 0.06 GPD X 745 SF = 44.7 GPD 2' MAX. 2 FT. BROWN LOAMY SAND SM SALES /TASTING ROOM (0.10 GPD/SF) 187.2 GPD / 0.10 GPD X 1,872 SF = 187.2 GPD ! � INLET 17' 1E Of NEN. 1 MIN,4' DIA. COVERED TASTING AREA (0.10 GPD/SF) 200 GPD y�� . ST 6 CLAW 24M PIFE 16"DROP T 0.10 GPD X 2000 SF = 200 GPD l�gt OUTLINE s (IF DIST. POOL) * 2 a ( / I/6• n MIN. GLA551 PALE BROWN FINE TO FERMENTATION (0.04 GPDISF) 202.8 GPD < .f 1 oR EQUIVALENT 17 FT COURSE SAND SW ` p1PE PITCHED 0.04 GPD X 5,070 SF = 202.8 GPD 6� 17953 / N. VB m NED COMMENTS: NO WATER ENCOUNTERED STORAGE (0.04 GPD/SF) 128 GPD PROVVE ® ® 0 � � � Q 0.04 GPD X 3,200 SF = 128.00 GPD TRAF IC _ _ ® ® 0 NO SCALE ROJ NO: 5EARIN6 SLA55 RAWN BY: Iw..l cvreu ® ® �LL 0.04 GPDIX 211(SF= 8.44 GPD 8.44 GPD N RJR BASEMENT: _W STORAGE (0.04 GPDISF) 34 GPD CHECKED BY: �0 0.04 GPD X 850 SF = 34 GPD O DATE: •'1 I 2 $ MAY 21 2004 INLET ,y. �p -� (V OUTLET 6 BUILDING WALL TOTAL SEWAGE DESIGN FLOW FOR WINERY: 805.14 GPD SCALE: 1 _ > GRADE LINE ELEVATION 5111 - MN.a•aA p D 5' MIN. I' MIN. 2' MAX. SANITARY SYSTEM REQUIREMENTS FOR WINERY SHEETTITLE: NM4OIA Rf'E FlTLIm FLOW - O.Ay JIM t .. TOTAL SEWAGE DESIGN FLOW= 805.14 GPD LINE t L m /4r'/FT SEPTIC TANK: 805.14 GPD X 2 DAYS = 1610.28 GPD 8' DIIA. 1/8"/FT. (1) 10 FT DIAMETER X 6 FT HEIGHT SEPTIC TANK 2,500 GALLON SITE SEPTI G LEACHING POOL AREA REQUIRED FOR SEWAGE SYSTEM: OI N TANK L POOL G 805.14 GPD / 1.5 SFIGPD = 536.76 SF. PIAN E. +55.9' E. +55,9' (3) 8 FT DIAMETER X 12.0 FT HEIGHT LEACHING POOLS = 901.8 SF. - I 2 FTMINABOVE 6wartmYNATER�\ IE. +54.40 IE. x5515, WASTE WATER PROCESSING FOR WINERY E en l roATEIRIAM LTO �2 ft. ? ft. 1.FERMENTATION - WASHDOWN OF TANKS 500 GPD SHEET NO: 2.CRUSHING OF GRAPES 400 GPD 6• MIN, PENETRATION TOTAL PROCESSING: 900 GPD IN VER61N STRATA SEPTIC PROFILE LEACHING POOL AREA REQUIRED FOR WASTE WATER PROCESSING: SEPTIC TANK DF5''"° A"°°"^`�L 2500 GALLON MOT TO 5GALE1 = 900 GPD 11.5 = 600 SF TYPICAL LEACHING POOL DETAIL PROVIDE (2) 8 FT DIAMETER X 12 FT HEIGHT LEACHING POOLS = 600.6 SF PROVIDE SETTLEMENT TANK(SIMILAR TO GREASE TRAP) FOR N.T.S. (N.T.S.) WASTE WATER TREATMENT, USE 8 FT DIAMETER X 5 FT LIQUID DEPTH. � a m . M r 0 ,*T't xr f+, `_?v ,: ,jN .2_. a' p F. .;Y I ,f ,ks-• o-. ' . v.,, i e� „_, ..; ., -. ',,,. - u , M.. ,. .. � ,� � � en I „V,,N,; 1 , LEGEND EXISTING WALL NEW WALL WALL TO BE REMOVED RAMP DOWN RAMPDOWN O NEW- -- - CRUSHING PAD Q Z - - - - CONC. SLAB H - - - EXISTING - - CASE STORAGE StlLLLEg EFNCED ENCEOSURE Q W - - - REW.WOOD-DECK — uj -- _ RL UNIT AL UNIT WOOD RAILING - - - - - - --- _ - - - - -- - - - - R - AMRDN (TYPICAL) - - — - - -- - - - -- -. - - - -. E%IT EXIT REUSE EXISTING REMOVE EXISTING W T OVERHEAD DOOR p Z FUTURE FUTURE - - - - - - - - - - NEW TANKS TANKS W OFFICE O O O O PUNPA O ____ _____ ___ gIG O __r 7-` -- - -_ NEW TANK ROOM ADDITION CHIANICAL H - NEW TRENCH ON ROOM - T EXISTING O - - BARREL ROOM - -- - - - - _- O I - STORAGE - - - -- =- - - --- - -- - - - - -- - --J- - - �-- - - - -- - - I — - - --- - - -- - --- - - -- - --- - - - -- - - - - - -- -I�—. - - -- - - - -. — y `�EXISTINO WALL TO BE REMOVED _ _ NT EXISTING LOADING DOCK - 000 000 ILLaNEW j NEW NEW ON I COVERED , O ro Z I - TASTING AREA - *� *• TASTING TRENCH ORAVI ROOM EXISTING N Q• : y STONE - I - -WOOD DECK - - ��F _ _ SUPPORT CONC.SLAB J .�• '� Tic _ _ Z @LOADING DOCK LANDING v 1 - - :- 000 0 O W J• EXISTING FIREWALL C ' 7 7W• u � zn FIREWALL5 � 2W• " u TANK ROOM < F-• a I - -_ In N• a CEILING ABOVE - -- - ----- --, - �- , - EXISTING - - - - OFFICE -, -CASED-COLUMN - - - - - - - -- - - - — __ _ DNjt� -- EXIT o _ _ -17 _ EXISTING TASTING ROOM DN �" '--�' -�- - EXIST. EXISTING _ - OFFICE AREA BOTTLING LINE EXIT COVEREDc WALKWAY _ t _ - WALKWAY P _ z # F3 13 P36T 01795 �V1 +i �fAE 'J1 TMTI.nUuhING19RALE9 _-�- -- - - - - - EXIST. ENTRY EXIT PR JE O: 0407 .. Ezlsr an sp1-_ i _ �- _ _ ,,. EXIT BY:DRA _ ATDeABE RJB -- - - - --_- CHECKED BY: EXIT DATE: MAY 21, 2004 SCALE: 118" = 1••0" EXIST. WALKWAY SHEET TITLE: FIRST FLOOR PLAN FIRST FLOOR PLAN SHEETNO: SCALE: 1/8"=1'-0" 3 CUPOLA — -- — (TO MATCH EXISTING) 1 X S FASCIA & TRIM (PAINTED -WHITE) WOOD SHINGLE ROOF — BOARD AND BATT SIDING ----- (SOLID BODY STAIN -NAVAJO WHITE) p WOOD WINDOW (PAINTED -WHITE) 2 1X LATTICE PANEL WHHHZ W/ GLASS PANEL ® ® ® ® ® ® ® 0 X// (PAINTED-WHITE) " WOOD RAILING (PAINTED-WHITE) W Q Z LATTICE SKIRT SOUTH ELEVATION J (PAINTED-WHITE) SCALE: 1/8"—1'-0" W Lu Z Q W 7 u =S U F ® MEMBRANE ROOF oa Z. Lu Jill � ��' ' � a r-• I � Ga N' WOOD W INDOIW (PAINTED-WHITE) BOARD AND BATT SIDING (SOLID BODY STAIN -NAVAJO WHITE) NORTH ELEVATION WOOD RAILING (PAINTED -WHITE.) SCALE: 1/8"=V.0" STUCCO FINISIH ON CONC. WALLS ��'RC OS NEy'`o P 0179 - 4 ® PR J NO: 0407 DRAWN BY: ® CHECKED BY: NS _ _ ® DATE: MAY 21, 2004 SCALE: 1/8'• = 1.A.. SHEET TITLE: -- Y - BUILDING - - ELEVATIONS FM 1=1 � y++ SHEET NO: - A I IBM iffmi im =I WEST ELEVATION 4 SCALE:1/8"=V-0"