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HomeMy WebLinkAbout1000-120.-1-4 (2) Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer ` \ Robert C. Test, Architect \ \ V l� O.Z LOCATION MAP V SCALE. 1" = 600' 1 \ \ /O / \ /O \\ \\\ 00 \, moo,// Se R syoR�p �s AS \�0� �\\ �.\\ \\\ \\\\\ hep✓ Np r ?5' qRC op�r zp' p s/ S \ s �R6 /peR <,AAb o�S SNS„ caRDFp 4 O7'Op yq,RBF Y \ \ \ 527 O2 SITE DATA TOTAL ES RETAINED AREA '7A m 55 ACRES U " ZONING USE DISTRICT = A6RICULTURAL CONSERVATION (AC) SUBJECT PARCEL LOT OF MINOR SUBDIVISION FOR j _�C Or "EDWARD W. H II" FILED IN THE OFFICE OF THE CLERK 0 0 w � Q OF SUFFOLK COUNTY I ON MAY 03, 2005 AS MAP NO A-5qB y t0 TAX MAP NUMBERS SHOWN HEREON HAVE THE RIGHT TO 0'Q J 0 / /8 IN6RE55 S SeRE55 AND INSTALLATION OF UTILITIES OVER \\T \ \ O 0 CmU / W AVENUE TRAVELED ROAD (KNOWN AS HALLOCK LANE) FROM SOUND J * LINES OF ADJACENT TAX LOTS AND LOCATION OF TRAVELED \_ ROAD ARE FROM RECORD MAPS AND AERIAL PHOTOGRAPHS. VERTICAL DATUM = N.G.V. DATUM (M.S.L. Ig2q) \\\\ \ \ £ \\\ \\\ * ON THE LAST TWO WEEKENDS IN SEPTEMBER AND ON WEEKENDS DURING OCTOBER OF EACH YEAR, THE OPERATOR OF THIS 517E SHALL HAVE SUFFICIENT PERSONNEL PRESENT TO \\\ /A✓/S/ �q� O \ \\ / DIRECT VEHICLES TO PARKING AREAS AND TO DIRECT J// PERSONS WISHING TO GRO55 SOUND AVENUE TO OR FROM THIS \ \ NO Ss 51TE TO A SINGLE GROSSING POINT ON SOUND AVENUE. 516N5 "V SHALL BE INSTALLED TO DIRECT CUSTOMERS TO ADDITIONAL Npq 2g, q PARKINS AREAS NY" S"-AS \ \ \ \�cgRp / A/6ti7' "gRBE Y \ \\ G >cY s \ Zb zb ENGINEER'S CERTIFICATION S?7�oo��_�\�\ IOOOy/ 9rlcD/t�q�9 �saN�' e 9�6,� 2,/ 8.1/ Ce� �rlct $ mOhS -_1.71, o17sj•., all s` � �/Jya►AiDO3g� � r ,-• r I S3/° _ 1 N 833 HOWARD W YOUNG, NY.S. L5. NO 458-13n 0 '�� '�� qs pF \ THOMAS G. WOLPERT, N.Y 5. P.E. NO. 61485 \ -C `� _� _"� - �Co �'yT DOUGLAS E. ADAMS, N.Y.S. PE. NO. 8089"f ��%,•' �•� '' ' `� r .._U- IT __ 0` RpF'Q/eFp op . •.1�'•W,,,•, as i U)�;ulati��Q N SSl.3q: \\\\ 2�m s"pRF �r /966 > p.//> \\'`�<D ' @§ o 0'QF J0 0rmSp, 3�2 43.73\ 3/'/0„ o qs rHs Rs sh'o /Cy` fin _ SURVEYORS CERTIFICATION z p ~r� W DeV/elopments Rights to �o�/„ \\ F F4.gND r� Gvr VA, '4NF ��sy of Southold F ?85 oFN A)Rr far oN FST ,LSV a�fF a Re C�,`. Yn � fanMer \• � � � ;.,)i.i ..-.•;� '�Is)q9/c/ se ais ly F E yc 41 S (��.'-='�.i.I �s@e 5 o �� 9 4��O F( <�C HOWARD W. YOUNG, N.Y.S. L5. NO. 45893 o 'tei< No<o D �N EowARD wNEARDE5 III =g V Y O LO F.O. BOX 1524 Fq !6 \\ SNF%WN MATTITUOr, NEW YORK 11452 =a 2 WATIIEIJNDIERSra NQrbTOIAtNCOSIESECTIOM es Or !`p 0 \ 8?/ 7 10 254(1),,ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLANAPP � > �9r1c�1tOnlnJ sTHE RESOLUTION OF APPROVAL DATED togy r/y •�'\�7 �/Ra/20a ARE AI SET FORTH CCEPTTED(SEE CONDITIONS ON RESOLUTION). 5�=R f �ARMSTAND, WINE MAiGING B b. 4/ Con agstr/4r(be5 trL _ \�\ PLEASE P)ivtvTNan� �/IG�7^ 6- ��.�. �✓ WINE T/45TING `€' Qt/ten �4�J st / Retained e .lei'I 0 / �\ 0� A G SIGNA , TLE ED1gV,4RD K HARBE5 I I I At Mottltuck, Town of Southold, Developments Rights ' � A' � "', � �0 =��d "PROVED HY Suffolk County, NeYork e em TOWN OFSOOTIiOLDPLANNING HOARD � e 1000 112 I l.b �ws County Tax Map oisn¢e 1000 ss°non 120 ei°ek I s°e 4 ode 4t ry hJ P ,l1!' Ill 9vu ,n ,. a e J c1HvxPExsoNsIGNATImE �p1Z IV GENERAL LAYOUT ��=s NOTE:Thee approved site development plan shall be valid for a period of eighteen(18) e�a r c"- monty frorm We date of approval as per coda section 100.255. G°g8 Nb` �7. • I 07 qro FEB. 01, 2015 JAN. OB, 2015 �04g JULY 05, 2012 ` 3 JUNE 11, 2012 "^a 4 43 MAY 02, 201:2 JAN b°/7� EC.38, 2010 &�� OGT. 12, 2010 h MAY 12, 2010 ace JUN. 27, 2008 Eva q MAP PREPARED JUL. 50, 200-T 9 SCALE: I" = 100' JOB NO. 2010-0085 ❑= MONIIMEIQ 5Ef ■- MONUMENT F=No A- 5TAKE SET A- STAKE FOWi a D 2005-OOOT_sltaPlan I OF q Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 C. Wod , Prof DIUM Howard W. Young, Land Surveyor 150 WATT HIGH PRESSURE SO LUMINAIRE, COOPER LIGHTING, UTI? Douglas ams, essional Engineer DAYFORM TRADITIONAIRE, FULLY Davgdas RobeE. rt C. Tal tf Architect onal Engineer - SHIELDED, OR APPROVED EQUAL. A- INTERNATIONAL DARK-SKY A550CIATION (IDA) APPROVED T, PARKIN& CALCULATION LEGEND FARM5TAND. 5S22 S.F. ® I SPACE / 1000 Sr. = 4 5PAGE5 OFFICE: 514 S.F. 9 I SPACE / 100 S.F. = 4 SPACES STORAGE. 586 5F a I SPACE / 1000 S.F. = I SPACE WINE MAKING. m' HT. BLACK Gf I SNIP a I SPACE / EMPLOYEE + S SPACES = 4 SPACES FIBER51-455 POLE PLAIT SGHEOULF WINE TASTING NO.I: 526 S.F. ® I SPACE / 200 S.F. = 2 51-AGES ADA AMERICANS W/ D15ABIL. ACT TRC-E5 6 SHRUBS PS = FUTURE EXPANSION 15 / E.F. CO = GLEAN-OUT WINE TASTING NO.S. 5 4HF® SI5PAGE / 20057. = 16 SPACES eorANICAL NAME coMMaN NAME 5Iz[ Resor 51 = SANITARY MANHOLE LP = LEACHING POOL PARKING REQUIRED = 53 SPACES 14 A5 AGER 9AGLHARMI M, l G •-90 ea_. eee 5T = SEPTIC TANK \ \ FIN SR. —5 TO TILIA LOROATA LITTIFLEAF LINDEN 15"-9"GP1 BeB - Nr�� v = GREASE TRAP PARKING AREA NO.[ = 2b SPACES III —NT_ 10 OR OVETL:US RIARA NORTHERN RED OAK 6'-B'HT. B!B \ _ - - - d =TRAFFIC FLOW DIRECTION PARKING AREA NOS = 51 5PAGES \ - RED 51M5L-7' RED suNSEr REP MAPLE B'•-5s'•eIJ_. Bee = FLOOD LIGHT ELECT CURT - \ \ \\` T AF hLCR RUBRUI-0 ' \I} ELECTRIC LINE NEW FENGE'SR' �. "'PARKING' SIGN ON �t PER CODES - -- C� = NEW PEDESTRIAN LIGHT PARKING PROVIDC-D = '1q 5PAGES (MARK PARK 5TALL5) �� \ \\\ ,-'"+-+„ \ UTILITY POLE \/ = NEW AREA LIGHT = NEW HANDICAP SIGN -{-56.90 = PROPOSED ELEVATION TRASH ENGL PEDESTRIAN LI6HT ED EFFECTIVE DEPTH NOTES GRA55 PAVEM NTI '\ \ \\\ JTS E HDPP = HIGH DENSITY POLY. PIPE NF /h - _ _ - \• `� \ - \ I = DRAINAGE FLOW " ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE TOWN /C _ _ _ \ .- �-," r FEN'WI' FENCE 'WIRE' NEW YORK OF SOUTHOLD 5PEGIFIGATION5, AND STATE CODES. �'4 �- -- _ �y - _ - � -y \ = FEWER' = FENCE 'SPLIT RAIL' pr FEN'WD' = FENCE 'WOOD' ALL ACCESS ROADS AND DRIVES SHALL HAVE A MINIMUM A. Fpr FEN'STK' = FENCE 'STOCKADE' WIDTH OF 20' AND A MINIMUM CLEARANCE HEIGHT OF IS' TO SHEL - ANIMAL SHELTER ALLOW FOR FIRE AND RESCUE VEHICLES, AND COMPLY WITH 2ph! M/J '�9merp NEW YORK STATE CODE AS REOUIRED tat y -{a,' \ \ \`\ UitUra/ USe C' EXISTING VEHICULAR CONTROL AND PEDESTRIAN CROSSING J - - - - - - - - - - - - - - - - - - - 's Asp \ `\\ Co a/ LC SIGNS SHOWN HEREON PLACED IN GENERAL ACCORDANCE WITH - ' - -- -' - - - - - - - - - - '='q. - - `/ \_ sAdrpq " \ n`Se Cy/19 THE PEDESTRIAN CIRCULATION CONCEPT PLAN DATED FNT \\ \ r1K t JUNE b, 2011 PREPARED BY VHB ENGINEERING, SURVEYING 4 A LANDSCAPE ARCHITECTURE, G S - TRA SPLANT PORTION \\ ' . \\ `� /p:7 , P, . OF ER6REEN HEDGE ``\ \\ \ r�CJ �' EROSION AND SEDIMENT CONTROL STRUCTURES MUST BE - - NE-W FENCE'SFK' - -- - - - - - AS IRECTED BY OWNER _ " \ "RANGES PARKING LOT' UTILIZED DURING SEDIMENT CCN5TRrON TO PREVENT EROSION AND —11- - yMARK-PARK srALLSI'— — — — — _ — _ \\\ - _\ � . SIGN ON UTILITY POLE NEW FENGE'SR' STABILIZE ALL SOIL ANGE REQUIRED 0Y THE PROPOSED DEVELOPMENT.MENT. GRATE NEW LAWN UPL \ \ \ \ b -- - ADA COMPLIANT \ \\ OGRA55 PAVEMENT NEW PER&06OxL95A _ \ \ \ o nD \\ \ _---= — — _ AREA OFF O 5TON K NT �� �'�-.�-` \ NEN ASPHALT GER ADA GOMI A „ ,7 / 4 ill / - — — — -- - -- ---- — -- -- E W r Jl /V v \ OVERLAY \ NEW F I \ v T A ASPHALT EXIST. rREEPAVEMENT T TO REMAIN Nrrgz r NEW LAWN / _ O NEW P ND (RUBS LINED) ¢RAPE',' A v \ - - - - 0 NEW LAWN p' PDP P�OFF OOOq� AREA O Q © error \\ s n , sy NEW LAWN O 000 OOO O noNErs� A'p�l/,yG ® F( ����DO OO. $LD6 NO.8 OO F1c�sF ,Y LAWN F�pw O '4,�' ,.: �(y /y;rr , il/+IINE MAXINEr /A"I's 4mv � ADA eeN O yar BARN . . - s NEIN O 9 cgN+%ERr BxISTINb ' o COMPLIANT ryg1 ULAI -- s ADA GOMPLIAN sr2 sF B,A1jNl o STONE WALK ye� STONE WALK NEW ASN .eD• O O' - r,,wa::ES w.r NEW LAWNie nF ? OO O \ GRA EARTH WALK ETG nl:oNaIP xaEXIST. TREE .- O TO BE REMOVED 00�Q11NEA OO creATE cA. �\ NEW LAWN NEW LAWN X00 R�>FRNNEW LAWN �O N / -K ' { $y RATE \ I f/ O FARM OFFIG //i/ .QvA�nRA.l�ry aw„ / OcRATE O AREA - ;/ .vf E Hwb O L SLAP PAVEM NT / V'. � ieuwl'nn O }, EXIST. TREE / T `PIPE TO FAN. AREA = aP2 S.F VAV / .LPAcNINb Pc / O T RMAIN LAND AP / Aero . �C 4, ���� V / ', W / / l l� / �i � r0,/ l Y , ;T AR NEW �V\ •, �y'(�AlroP�`r .: BLR15, N0 6 P ���� NE _��/ ���1'tl�� �' Ex15r r AREl 192 BF ,v.'.+TROOT%15 / NEW LAWN + nc14 TIE5� gI�osY 1SIF! WA',LK AREA �- H EA = 21 . Q sGDb, Noe �I'. , � ' /�,� •.�s' rfad r: ,p� FAkMSTAND � + pARM.STANd ,U`S'15P G NONV+THE OR SA41TAR, ",ROOF OVER 2fJ'.IB 5F AR W .a(U �', FACh,ITFIi,bftY.BLD6 ��/ INI BLD&. NO 12 = - ''� 0`ocw NEW BLD4 'NOQ PROPOSED AS. BLD&. G`NA �FARWISTArlD-OFFkGEs EARTH WALK No SANITARY pAOIW kS AREA 525 SF. RUTH BATHROON9$ NO Vl4TER OR B SANITARY - fR2A 10315fr '. _ FACILITIES 'DRr BLOB." � ep// � ', 'SLS& 1V© Ib '+. 7ASTYN6� \;:? -o.oo�°J �y,�2`',�p�-F T. AIN TREE EXIS , N ' �s, n TO REM •/ sTq oM ! I-' '�, II I'.1'I( 1 , �P�oo . , � ( ' �/� ����� ' GP / � , s � r . ���? � �'t ' I RELOCATE FARMSTAND * �\, I 'Irv' • '\ O 1 i1INrI. / _ LOWER x' U 4GINEER'S ��,� BEDS v �' �., ENGERTIFIGATION '• NEW EARTH WALK PARKIN('S - 2 UTILI POLE Qv �d.o LAWN _ / '•, /1 ge�d U, 01 lq�NEw T ,rl� "' ''� / v �� oQ APPROVED BY FL 6ED5 / / .`]u PLANNING BO HOWARD W. YOUNG N.Y 5. L5 NO. 458g5n 'JAG \ 1, y �, AR (� TOWN ARD DOUGLAS E. ADAMS,THOMAS C. N.Y.S. PEENO. a0H9T 4_c6v eoa cR FENGE'SR' \ 4r Nar h' o fMARKPARKSTALLS) �\�'' .•O,cRATe PLO : PNew N4 DATE OF SOUTHOLD a d ho besr Fpr SED q ASPHALT Tc a��a�ao/� SURVEYOR'5 CERTIFICATION q 2 Ma9riO�itphlryph �tMreiGtSl P' 1PAVEMENTy gn g 4/,C?/ g a trust #i MEN 2 . Q�Q� W LA92s s atip -{fY;\h'� / J 1 :t-DVI. BULK ;SCHEDULE U JrvVroS it ^^�S/ apt. I6. 7q 1Qr U (f rvFT y>� `A MR ', ��� fv= A-C, ACTUAL LOT Pil MIN BMR 5F. 153 ACRrS HOWARD W. YOUNG, N.Y.S. •2 NOTES: ls+ . REMOVE ALL PLASTIC AND WIRE TAGS /s, Lar WIDTH HIM.ITS' SSI•: Lar oa=n+ wlN.iso• ,y FRONT YARD MIN,60' 96P• " x REMOVE ALL NON-DEGOMPOSIBLE CORDS 4 * 'K SIDE YARD MIN.2o• TO.T' * FENGE'SR' BOTN sive YARDS MIN.ns• 251E• BURLAP FROM THE ROOT BALL, IF PRESENT. 4 GRVrTe REABLEFLAR TAPE WIN.15. TNA y.� E DO NOT GUT BURLAP FROM SIDES OF �. MARK PARK STALLS) LIVABLE FLOOR AREA MINI.Bso OF NA Y \ THE ROOT BALL. (e.r.per Gwaning.mle) e6 4 EDWARD-WNAARBES III / .a P.O. BOX 1524 - J + SET TOP OF ROOT BALL I" ABOVE - / 1 MATTTUGK, NEW YORK L152 -� 5 y� LOT COVERAGE Mll 20% 55% \ T^I� / � //y BUIIDING FRI6NT MAX 95' NOT 6REAT=R THAN 35' FINISHED GRADE. * % NUMBER OF STORIES IAAK 2-I/2 NOT GREATER THAN 2-1/2 M .I I EXIST. TREE as&� * REMOVE ALL ACCUMULATED 501L OR - TO REMAINm MULCH FROM THE ROOT GROWN AREA. - `/' EOP t �,yuAlp, * REMOVE ALL WIRE BASKETS FROM �- V ROOT BALL, IF PRESENT ry _/ 4v2 BUDiLow6 R eHr�R YAC MAx 22l NOT GREATER THAN 22' WINE 7A5T I N(S o \\ A a FAiZMSTAND WINE MAKING ff awe DECIDUOUS TREE NOTES: a EDVVI�RI7 W. HARBE5 III Ex /� nc . �l y� EVERGREEN TREE REMOVE ALL PLASTIC 4 WIRE TAGS Ba MULCH TO BE KEPI AWAY FROM REMOVE ALL PLASTID CORDS FROM At Mafolk k, Town a Southold, P� TREE TRUNK TREE BALL, IF PRESENT -- Suffolk County, New York / ADDITIONAL REQUIREMENTS FOR ACCESSORY eWO SHREDDED BARK MULCH ® 9" DEPTH IN GROUPINGS OF SHRUBS, EXCAVATE _ BUILDINGS 4 STRUCTURES 1000 2 -d.(7 zUG6 `_' AND BACKFILL ENTIRE SHRUB —R3 'ceo _moi` 501L SUACER TOP W/MULGH BED AREA N/PREPARED BACKFILL NEW &laowbs NTN A FLAT OR MANSARD ROOF SHALL NOT EXCEED 16 FEET Gaunty Tax Map Gil 1000 Soouon 120 Glo.x I Lot 4 / IN HEIGHT AND SHALL SE SET BACK AT THE MINIMUM REWIRED FOR A MIXTURES. ASPHALT =LOPING ROOF. aL ROOT BALL SCARIFY ALL SIDES OF PLANT PIT PAVEMENT \ a 3" DEEP SHREDDED BARK MULCH SITE TO UTILIZE COMMON ACCESS ON Lars ovER B0p00 SP,No MccEsSaRY WILDING SHALL FXCEFD 9% AL I C�NMENT ff LANDSGI�1-L PL14N ��g PLANTING BACKFILL MIXTURE �x� WITH ADJOININ6 PARCEL J OF THE TOTAL SIZE OF THE PAR(LC-L. m Q _ _ J ANY ACCESe Y 5TRULTURE THAT 15 NOT A WILDINGSlSNOT aP�a Q W EXCISE,la FEET IN HEI6HT AND SHALL BE SET BACK AT THE MINIMUM tT mO _ REUIIREP 511 AND/OR REAR YIMAD5 AN ABOVE. `9 f PLANTING BACKFILL MIXTURE FEB. 01, 2019 R` 3 DO NOT EXCAVATE LOWER THAN JAN. OS, 2019 a BALL DIA. BALL DEPTH. —III-! HI- LL -. R, BALL DIA. X 2 T Z-I I: 1= _11TY (CIj - Q 2nQ3 NCV. os, 2012 ad +� JAN. 90, 2012 gsg� DEC. Ib, 2010 e£NP OCT. 12, 2010 ER, MAY 1:2, 20 og JUN 71, 2006 355L TREE DETAIL SHRUB DETAIL MAP PREPARED JUL. 90, 2004 NTS NT5 P SCALE: I" = 20' G JOB NO. 2010-0065 DWG. 2005-0001-s1teplon 2 OF 9 ❑ =MONWMENT SET ■- MONUMENT FOUND Z�I- STAKE SET A= STAKE FOUND Young & Young 9 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 9Gward W. Yung, Land Surveyor Thmnaa C. Wolpert, Professi,on¢L Engineer Douglas E. AdaTna, Professional Engineer \ Robert C. Tast, Archtiteat NN t #g -o PLANT SADA = AMERICANS Al DI SAG . AGN V' GH D FE- = FUTURE EXPANSION JTREES E SHRUBS GO = GLEAN-CVT \ \ `\ \\\ \� ^,� "ter, OTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT 5MH R1' MANHOLE \ \ \ \ \\\ \\ \ \ w ns _ LF ACHINC OOL L _ SCEPTIC TANK \ \ \\ \ \ ALER SM1GLHARUM SUGAR MAPLE 3"-5.5'Gi4L BB 5 TO TILIA OOROATh6T LITTLELEAF uIJDEN 25^-3"CAL BeB = GREASE TRAP 10 OR GNERLU5 RUBKA NORMHERN RED OAK 6'-B'HT. B{b \ `\ �� =TRAFFIC FLOW DIRECTION \ \\ \ T AR AOER RUED 5UN5MV Rm SUNSET RED MAPLE 3"-3 5"LAL 540 = FLOOD LIGHREI R = NEW PEDESTRIAN LIGHT = NEW AR-EA LIGHT PROPOSED ELEVATION TRASH ENGL ED = EFFECTIVE DEPTH NDPP = HIGH DENSITY POLY. _ DRAINAGE FLOW FEN'Wl'FEN' = FENCEFE PLETNCRAE' FEN'WD' = FENCE 'WOOD' FEN'SHEL MIMALHELTER K = FENCE S \ \ \ \\` SHEL f \ LIL$5 NEW fNs GR:A55 PAVEMENT \ \ NEW -- - -- - - - \ \\ \ SUS PARKING - - - - - -- - - - - _ - NEW FENGE'SR' "PARKING" SIGN ON PARK GI '\ \ UTUTY POLE \ \ \ NEW BULK SCHEDULE ell CCO s aA / A_C ACTUAL / r'Y' NG LO(51ZE MIN, 30,000 OF. 155 AGREE LOT WIDTH MIN 115' 351't - _ - - __ - - - _. _ \ LOT DEPTH IN 250' _ _ _ _ _ _ _ _ _ \ \ FRONT YARD MIN.60' _ _ _ _ - - - - - _ - - aSIDE YARD M PL 20' 101, _�_ - �- r� \ \ _ a LIVABLE FLOOR AREA MIN-850 5F TNAH - - R3q -- / _ - _ kiMfN BOTH SIDE YARO5 MIN 45' 252.5 - REAR YARD MIN TS ._ - ... .__ - o - __ - - __ - - _. �` -_ - - - --.- _ - - __ - AS _ TRA SPLANT PORTION . \ faf.par awellln9 umU - - - _ _- - _-- - Lor covERn6E Max tow 55w _ — - - _ — _—_ _ _ — _ _PA _ — __ — — _ _ - AS IREGTED BY OW HEDGE I _ EVILOIN6 HEIGHT MAX 55' NOT GREATER THAN 95' ��j/ - _ _ O _ _ - - - -- - - - - NUMBER OF STORIE5 MAX.2-1/2 NOT GREATER THAN G-I/2 / _ P NEW FENGESR' I / MARK RK srM1LL91 _ / Ns ��/ / NEW FENOE'SR' R / � NEW (MARI FARA 5r us) PAVEMENT ENT 510E ANO/OR REAR YARD MIN.25' _ _ _ --- - BUILDING HEIGHT MAX.2Y NOT 6REA7ER THAN 22' - _ - - - - - Q ara,T,raml -_ — - - - - - - - - - NEW NEW LAWN ADDITIONAL REQUIREMENTS FOR ACCESSORY / _ - -- ---_ ---_ _-- - rfN - _ 0 ADA COMPLIANT BUILDINGS s STRUCTURES — sp. fl GRASS PAVEMENT NEW PERGOLA BUILOIN65 WITH A FLAT OR MANSARD ROOF 51E LL NOT EXG® 16 FEET \ / - - 000000 16sFx9 IN M16HT AND 5HALL BE SET BACK AT THE HINIMJM REOUIRm FOR A BLDG. NO.15 SLOPING ROOF - - - - ON LOPS OVER 6o,000 5F,NO AGGESSORY BUILDING SHALL EXCEED 9M NEW A6. BARN - ��_ OF THE TOTAL 512E OF THE PARCEL AREA. 556 5F. 5 _ _ _ _ _ _ _ NEW ANY ACCESSORY STRULTIRE THAT 15 NOT A BUILOIN6 SHALL NOT NO WATER OR SANITARY - ---____ --- - - '4 OVOP OFF O EXOEED IB FEET IN HEIGHT AND SHALL SE SET BACK AT TIE MINIMUM FACILITIES 'DRY BUILDING" _ _ - -- __ _ - FP STONE WALK NT .,q p DPOP O ADA COMP REWIRED SIDE ANO/OR REAR YARD SHOWN ABOVE. — —_ - — _ - - -- - _ _ _ _ _ AREA O _ o x O NEW POND NEW FENCESR' _ - (RUBBER LINED) MARK PARK STA-LIE O O NEW LAWN ENGINEER'S CERTIFICATION PASSENGER DPOP-OFFOOO = OO SEE AREA OD �O 4� NEW LAWN 0 _.�� O „i?.',I ��E ����� � n NFU/ 1 � ®sNF< ° O00000 N IS v sy ADA COMPLIANT F� STONE WALK , J NEW HOWARD W YOUNG, N.Y.S. L5. NO. 4589Bn THOMAS O. AIN.Y.S. P.E. NO. 61483 JET, 'a�, �,' a EN EARTH WALK 0DOUGLAS E. ADAMS, N.Y.S. PE NO. 80892 a� go 5URVEY0R'5 CERTIFICATION g?�” NEW LAWN § z 58F Stift 'T F =RNs F il1_.,,,' 6 fN � Mt m .,. rtt.ti-pql/1/ gW s 9 aAR�SyFt '/ a ' HOWARD W YOUNG, N.Y.S. L.S. NO. 45893 �C S 3 � Sp s NOTES: s REMOVE ALL PLASTIC AND WIRE TA65 Ylj . REMOVE ALL NON-DEGOMPONELE CORDS F BURLAP FROM THE ROOT BALL, IF PRESENT, r DO NOT GUT BURLAP FROM SIDES OF "IE, NEW LAWN \ THE rzooT BALL. f �!H ; OWNER = � ti^; a, . SET TOP OF Roor BALL I" ABOVE i {.' , -° \\ EDWARD W. 1524 III ;xHa SET TOP GRADE. N �� P.O. BOX 1524 ;2s� MATTITUGK, NEW YORK 11952@3 $ \ • REMOVE ALL ACCUMULATED SOIL OR f6 BLDG. N0.12 MULCH FROM THE ROOT GROWN ARPROPOSED A6. BLDG.EA. NI '� ~,�+ a�" lt'k � Iµ� REMOVE ALL WIRE BASKETS FROM AREA - 52 5 5F '41","����{: ' EN &e 4 - ROOT BALL, IF PRESENT � FARM5TAN17 WINE MAKIN& z� 1L—{ NO WATER OR SANITARY IES "DRY FACILITI `I DECIDUOUS TREE NOTES: WINE TASTING •y�LEN5'� REMOVE ALL PLASTID < WIRE TA65 H ryi �l ( I;,Iy tI— VERGREEN TREE REMOVE ALL PLASTIC CORDS FROM �iI I I � - � 1N�4RD W H,4RBE5 / MULCH TO BE KEPT AWAY FROM TREE BALL, IF PRESENT r TREE TRUNK II xH�V.jp� A Mott1tUGIG IN GROUPINGS OF SHRUBS, EXCAVATE e / AND BACKFILL � SHR B F > > 1� rTown of Southold, FAN, as.tvO\L_ 5HREDDm BARK MULCH ® B" DEPTH BED AREA W/PREFARED BACKFILL A 6T 1 ���y�x'1 Its' GHI �,r. 'r, �w 7 Sp 'p4j I, s "rtry +'.. L�,:` !U' %!>TR.gid6"J� l'I J'fc� U. _ t SUffOIk GOUI1ty, EW Yrork E.�g V 1 1 O SOIL SUAGER TOP W/MULGH MIXTURES. ANC 1H 1 aqv ,k H- 7 I RELOCATE dU T ^4Vr / vJ�L ,�,S. €8 r 3" DEEP SHREDDED BARK MULCH I ' U 'r ME 1000 112 7 6 R FARIM5TAND A4&I I py'y'r e ROOT BALL SCARIFY ALL SIDES OF PLANT PIT r Px +' GOVITEy Tax Mop oietnct 100 Section 120 Block Loe 4 ENE FLANTING BACKFILL MIXTURE Jiso& m o rr _ 1 - m N. ��, I�-T� ,� I I ��; ,�' eARTHI K ALIGNMENT LPENDSGAPE PLANe'` 9 MIDI V — BlrlT"— — - PLANTIN6BAGKFILLMIXTURE ,$ {" "'r ar3J ' I-' APPROVED [iY - - D0 NOT EXCAVATE LowER THAN 1 � p PLANNING BOARD FEB. 01, ;2015 actio 'JAN 00, 2015 U \ - - A JAN. 50, 2012 BALL DEPTH. I TOWN OF SOUTHOLD BALL DIA. �� — III- BALL DIA. x a —J DATE E d 20Q3ae� SHRUB DETAIL /� I / DEC,. 16, 2010 @�w �/ „ �,/p OCT. 12, 2010 €sg TREE DETAIL NT5 I J // / JUN.27'2005 NIS M 1 ^ „/ MAP PREPARED JUL. 30, 200'7 JOB NO 2010-0065 qs DWG. 2005-OOOLsItoplan 3 OF 9 E ❑ =MONUMENT SET = MONUMENT FOUND A- STAKE SET AL= STAKE FWNO Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 '\ \ 631-727-2303 " va„ ULS \t }559, Howard W. Young, Land Surveyor a\ 055']5l'"tl5 \� -, - _ Thomas C. Wolpert, Professional Engineer hr�,r Gove2 FIRELANE 'a ' Douglas E. Adams, Professional Engineer rass p Robert C. Tact, Architect FILL 6RD TECHNICAL SPECIFICATIONS NITHSHARP`ON`RETE TEST HOLE DATA +5]'9, `\` 56 6 \_ \ AND AND SURPACSTRUCTURE! ONS KITH \ TOPSOIL 4 5ffD OR SOD >/ //J(//p •5 \ ' K"'t \' 51 McDONALD 6EO5GICNGE DATE DEC 10,2010 \ \ -i659 __ \ / DARK BROVYN Installation of Grasspave2 Units • � `\\ LOAM +'\6` // +s], N ` \ \ .,' - - -- - -- - - -58- - -_ (oU G' A.Install the Gm vgMvc2 units by Placing fruits with rings facing up,and using Pegs and haler.provided to \ -H-58 oD BROWN slLr maintain proper spacing and interlock the units Units cm be easily shaped v ilh pruning sheamur ife.Unss Pacin g MU placed ov curves end slopes shall be anchored to the base.came,using 1 fid Common nails with fenderwusha,w required in place.Tops of rings shall be between b mom 13 mm(0.25"to 0.5")belawthe surface \ } raa ofadjacenthsurs PALE BRowry B.Instalsendinagsutlieywelaid m sec[mns by"g over rings already filled edam a damp tock,or Som buckets / / F MARK PARK STAG. " \` \ FINE TO mounted an trecmrs,which than exit the site by driving over rings abwdy filled with sand The sand is thea I _ I \` \ �\ ` COARSE / \ NEW FENGE'SR�' 't-�_ \\ -� 'PARKING' SIGN ON SAND spread istled roomtally from theease ed for flat bottoed final turg'ashovels snd/orwide"asphsltbe",xi pantie nngs.A stiff ,Ik/r.99 \, \\\ \ int \ umltt POLE -1-5602 fsWt leo' from hose,irrigatotnrings hshould eads,or rainfall,with the Hmsbigrade no lEarman thesUp ofnapsand no by ore than6 \ Jl l / \ \\ \\` ( ' ) ve P g p ge and no mom than 6mm / / ' I•I• \ \\\ NYTd4 as e]T'\`1 \ FALLS 5ROwN FINE TO Installation of Grass \ l'""t., \ Haiti SAND GRASS PAVEMENT sa.66 '�\jl,� Pi s W\\\ ,`•�t, `.N//^ r ToS (5P) _sD ( paragraph grass ivstalleHovmethod denied-) �Q I �y "Kl CMI one are ahbelow to meet Gip r"l / / \I -F5e]2 \\ \` A Install that sod directly evor said filled rings,filled no higher than the tap of the rings.Sod auTps should be --_ Aq"'^^II�O II / p 5asz \`ry \\ 1'TT. /� placed with very ngh[jom[s Sodded amen must be fercihzad and kept moist during mot w[oblisluoem(minimum /• ftp \\ `�., q/. /7p of 3 weeks).Sodded meas must be otected from an maffic,other man ems . �K/:I, ••? /' �\� \�\ ()e Fy Pr Y r},ency vehmles,f°rapmioda£3 to SURFACE WITH 0, 4 weeks,or until Element system has penetrated and established well below the QuespaveP amts. TOPSOIL E 6®OR WD G 'w F B.Install rass seed at rates par ( FILL dKID srweTuRE 45 I \ ( \ \., \ C)mi/ Oro g P grass typo, fight dusting"nal.Mr c.Smpsoilmix,nottoexceed1/2" 25 `\ \ 1 \ \ \ \ — �9ri j0 y er/ mm)can be placed above the rings end aced mix m and germwalien rates.Seeded arzns must be fertilized end kept WITH SHARP CONCRETE \+56.a / / I r ` t-, „t -�301t CL/tL ryiry9 tgt ymomidunngpdevelomentefthemrfpinnts. AND / +56.65 5e.]s '�:;, Na(rLse R \ Co q"%StC �C Protection v h3 r/ [ .) �, t 4 F 1' ,`�')*=.t / A5 \12'drfNr erVq t 1 / / � // W ;V�� \\\ �\ t/pry (Ghees.one paragraph below to match gross vmmllavon method) A.Seeded areas must be rotected from say traffic,other thanemergency p emer vehiclea,for n eriod ON to fi weeks, O NEW FENGE'SR' / \ ��' \\ �,\ `\ �CJ or until me goes is mature to handl.ENTER.MARK PARK STALLS) ,4 \ "HAR9E5 PARKING LOT" ' / +59.6] „✓ \ \ H3e,24 H Sodded areas moat be protected from any traffic,other emergency vehicles,for apedml of3 m4 wake, \ SIGN ON UTILITY POLE NEW FENGE'SR' Se ��\59- \\ \ ar anal the root system hes penetretedbelow the Gesspnve2 units / / / fMARK PARK STALLS) R -'3a.65 ul \ \ �,,, HAND - �`' \\ W'/�\ \\ 5 NYT a� DRAIN. 71 AREA %2 = 0.5 AG. "GRID STRUCTURE" / PARKING +5a 99 �'•� ',e',A\\ \ \\ Ga \ 1,2300 5142.24 / VP x_ 414 V.F. REQUIRED WITH GRA55 PAVEMENT 4" RECYCLED / 4 GARS CRATE \\ \ \ coNCRETE A6GREbATE �T,� b" STABILIZED 901E BASE / NEW NEW LAWN e.31 \ ��ay \\ \\ +58.22 USE EX15T 0' DIA. LEACHING POOLS USE:Cosa P.vS2 Fl,.I.P.o Retail • 25 uPy \ REPUTED V.F = 36 I., w scot r ADA COMPLIANT ( --se.g \ \ eco-oe-373 on em-n�,v4 Fry s \ 5\\ 9.,e \\ .6..x. ns-,zzs II O R• o0o GRASS PAVEMENT NEW PER60J \ 594\\ \1 \\ \\\ �F NEB 8' DIA. LEACHING CATCH BASIN 'A' I oo O \ oz \\ \ OR APPROVED EQUAL \ I O .69 I \ ds e1 P \\\ J(( 1\\ TOTAL V.F. = 44 V I 5 29 ,1111' "if fel S9� • `�\ V '\ +5/5e L` +5813 / \ / Q NEw z 'h \CI\ ADA COMPLIANT A \ I PASSENGER 0 0 ADA COMP IANr + 6t `? ra g.m 4 ` `\ GRASS PAVEMENT SECTION \\ I AREA OFF O �5TONE W K II 0,� P M ♦♦♦♦ �k \\ \ 657 NEW Nrs m '\ \ 12 A5PHAL7 \+5 .o C�Om" S fit � -Fa 46 /X`♦♦♦ SG s `\ \ \ \s OVERLAY \ 0P P� D r; }-58, \ NEW \ +57.96 }57 94 - — \ OO .3 I /y/',?"Is 0 ee .0 Ip�57 72 I ♦♦S�•• �9 \ \ ASPHALT \ \0 �.� h P H � \\ \\ ,. PAVEMENT \ r�- Q- I EXIST. TREE ♦ y9 t 3 T /` ` rc'N° a`` le•541s r, I TO REMAIN ♦♦ \ \ \' "t \s DRAIN. TRIG. AREA P3 = 5.9 AG. 1 \ 1 ♦ ♦♦ se.]a \ NYTgz \ 4,900 S.F. x 2/12 FT x 0.82 = 670 G.F. Q / IICII ♦ \ 8 I;IH ♦ \\ �aa,6s \ 6'10 G.F. / 4224 / V.F. = Ib V.F. REQUIRED AS DO +sfi.s ,=/G S' IN �, NEW LAWN -T\ ♦ ♦ \.` NO/�,.�(� \ RIM."1ST ua ♦ se.]a \ NCT) EW P ND I;"', a 11=2 o \ ♦ } ry' x\ \ /5773 5265 5960 'E•�36/ ♦♦ ) \ t \\ \ + REPUTED V7.USE EXIST AGE G B' DIA. POOLS O (RUBE LINED) +58 + ilg 1 ♦♦ - o_ _ N. \ f V / •0919 GRAZE ♦♦ i l� A� A 53 \ / \ \ OO 0 < \\ \ 47L \ /$5873 E-qA .�isn \ r94 B ' G^ `\ \\ \ O NEW LAWN -1-5868 \ a \\ �R,Y - ° a q 3 \ \ \ \ T+4e GRATE \\a \ \ \ \\\\ 57 89 A DRAINAGE REVIEW E OBSERVATIONS @h Are-n m OR \ /`- \\ P br v 'S6 @ 8 5G s " ° \\ \ LEACHING CATCH BASINS PREVENT ,/ +sa s9 9\ 0e��, q�� �1� 156 „ \\ 56,19 \\ \ c>' INDICATE THAT THE EXISTING \ PASSENGER \ �z \ , `meq ry 1E a rw SYSTEM el ao LGB 'A' l +o -]6 \ \ a 3 _�a p� 1pr` FROM ENTERING SOUND AVE O \ m-ssco rY �IR•sM TalEt SANITARY \ a. le-s us, „ ➢ N F RIM=58. _ R� \ ` R ANY S GN RG ENT RUNOFF sT o9 DPOP-OFF O O 4 TEST HOLE w \ \ \� rn 13A V 02 p 60 V13 V T , ,F X53 91hfIL�I'' F 5 +_r1, AREA OO 8 p He is O'DAxO VF (,,� y.� \\ O O e.e2 •ry " V,,: jrJ8 515 Iz•.ra . A @ vl 110 \ 'I/ G \ �1rf \\ \ '\ 5]b1 NEW LAWN 0 OLIO '\ +ser -I-se]D \ ot FE , a .,, O q e "!` \ O \ ,,, �� \ t ) , x�rox f<<.eN ♦a AAi Tag ` � ♦� ^b arF+OOM NRSr h l ,. as �vV \\\ \\ o�� �oO -58--\ i �\ S al, '„ 'LFII\ o T9ra +57 51 \ 1 ppv BLDG. NO.5 Kms♦ A >z LAWN ,a \\ cp \ t }aura �"' 574 r `i \ -I-sG De lel s•4b1'I°\ q<p ° °r •�cp np q Sa a U f P� 1 / SMS \ LP s /N WINE MAKING co is. E rzM '-.l n \ \ 5]99 - s]ag' \ +sae'r-� NEW ADA `' a, &31 ' - 5704 NEW SANITARY p /__ �� �\ / a95S , e.Es \ F / LU- 5 Is902 /GONVBZT kI6TIN6 ♦♦Q COMPLIANT _ , ' Sy�y ADA GOMPLIAN SYSTEM, , 55 93 � \ i ' \ /, 5899 /' 572 sF.Stain` ♦ STONE WALK °LX' STONE WALK / NO.1 \ \ // I / .� IE-5400 IF-55w „� se Ds xx ce za NEW / I t evaaT.Sem ry / B.]] 1s-x TO x .e4 O:_ �p - ss 66 ro , r FE e140 - Q Jlp% NEW Uy4WN .\ O GRA t I , RA El.� 2^ �, s]9z o EARTH/WALK O 1 I \ a' / alolb IOM1't(50R�.E1 4 IPRIbATION x F /� \ lJ•] +56 70 I .ae\ -- Q `AB' DP r. vc T,tum PVu .1. seg , ,pS"\ \ wRPosEs ow.r, / 0?vy'� se a3 EXIST IvREE �L7�J, +s] o RIN=se30 s I \ earo•Fo� le-s47o iE.ssaesaW + 7, •vFRrmm\ I' S 4`` TO BE REMOAD O O 1, / \ \ /✓ \ \ Zt +S T, IE-5940 _ J2 \ •M0q ST 0 +Sa.Y! +SB al ♦ 6B V rsmrse, �Is'aep... ,coax fsORas) M1P,.,Il lap e�a�s'Oo' ^+° � �e]I ���� �� I '," /'' 3y \ /• 1F.esno '_`� e. sa m' T'Pq/� 0 PS 'h NEW LAWN re=s1Oaw se 657 NEW LAWN veer �` Q' ', F r `�' O / NEW s]se \ 6, S GRATE +30.Oe - /• // E-5r-r4(a) ms4 e ;,ads . / tar ZFNNNEW LAWN 3] xpo N / ASPHAL .'sa.z6 NF< +&TV / BLDG. N0.5 a so FR � ,P"V'."r � O v x L 5r-AF / FAVEM NT \ / FR qMF n,�p\/ 4 REPL(,OE LEACHINS_ v6 / FARM OFF 10 O •4 +sa 50 S .vseT�Tm \ STRUCTURE KITH AREA / p'1?1FF Tall, hf'O T 54bs _Fs..02 b PIPE 'O MEW fi DIA oa 571 y' GRAY / -5'55 Ole. ]33 A ♦♦ vsRr. 9 I EXIST. TREE �'ro . OOo MF / / _ v ♦`.♦ ✓ ♦.♦ �(�' �tlLEACNllw6 pool 5 .a �// - so.15" O , A x♦x TO REMAIN LAND Mi / / ♦♦ I IE.S.CO l P U 64„4 A ♦ +5"/1.75 _ :}s]GD aa• </ 'r`%]a � �pp ._Q WS♦. �. fi co; Pook� se D2 ♦ -Qs ,\ AR I .,/89 R13 ,2„♦♦ T � < / a x +s e rPs,p�R'-�•c'�G v +ozat �a q, \/R\ \\\ - \9''CfH\9\rJ`i�rCA'9\\.P`•-QP ♦♦O ♦♦ ♦ wsA`RC\♦� O ♦ wofO A / :<^., 0c1E1Ro-IMd•46 1..xaS1i0eeb9Oq'�90/NG 0 Qi♦♦A♦A♦AEARTH♦ �;;�♦♦5\2�,�(\,♦ RPz /+�/sa•yll'/ /T•O RE ] }+, ]s cRAE ,, N 0fI.- -NN, .- rgHrKsvac e]a nes ; vi semC)p , nlr � S ♦♦♦ LAVN ss +sg 579 bRBLDG. NO6 ♦♦♦ ieqiA G ° BLDGOf TREE +57. STORAGE SHD - MAN /r/� 193 5F. RESTROOMS 1 NEW LAWN NO WATER OR 5ANITARY AREA \ IE•%D3 ,.q`{y'r .�(7A / FALILITIE5'DRY BLDb” BLDG. Nl7.b I/\IALK 5]m+♦ b � Sy qy IGRA <tP y,, VIS 2 � / \ 5TORAGE SHED w6 ♦ FQ F \ f BLDG. NO.1 P./ - •r `s +5778 AREA = 55 S.F. vlf vl4 0°4 i A FARARM5TANDF y\ BLDG. N0.12 �' '/' / e AR \ NO COLTER OR SANITARY V19 ♦♦ IE-5633 Q' 9771 2 +SO:G9 \ GU FACILITIES 'DRY CLOG" ♦ A ROOF K-IN- S 036 5F / PROPOSED AG. $LDC. c'v �'� 6`oGK NEW $LDC. N0.9 ♦♦ _ f ¢ WALK 1N= B2 sP / AREA -535 5.F / \ U2�G\PN EARTH WALK ♦\ EXIST.L 641T5 b SANITARY = 9$.13 5] NO w/.TE2 0R SANITARY ham \ FARMSTAND OFFICE .♦lY DARK SKY A y�Np///S���ANITARY FAGILITIE9 / FA ILITIES"DRY BLDG- "� / sG AREA e 1 2 SF5 ♦5�,. LOMRIANT ♦ A y / +5]]G \ sN $LDC. NO.10 ♦♦ / \ 2P \ r / / +57 75 G� a� I �P�o° sa Tz �" e�� WINE TASTING ,mob _6,�_ // A4 a�,aA�,c, A-Q1� �' } aG5 a`v r \ P" // / ? F � D OM O.I � + m 4� I \ yP �Re = s EXIST. TREE „1I,"1♦V`731 n II II 1.Fr' t.'1„;, -. M��PPSoJ ' A\v\ TO REMAIN PQWAANRELTWKH }\ a / /AR Psi , � s0az sT ,1 /Bc/ +qs)/ai/l +sa35791 - -- _ - - RELOCATE FARMSTAND }5761 v / I / / as /N v v -Fse2x t e^ -K117 s BETOS / ess' ' r }5103 v EARTH WALK 57 e9`1 +se to ` ryLfIlIff - `i', , +3740 Av PARKING P ^ A // / UTILITY POLE Fsa 2'+ , +se z] L,: LAWN S8 .6] v a \ 2 � n„ s \\ \\ 55.17 sA Ill IT /`I OP` / \ +5777 /\ \\ + +5B z5 � ? /• / p4 / 4F +5/95 az p� \\\ s]' -// \ 4. -I se os\, � � (F' .,`' �! cEitr, // APPROVED BY ENGINEER'S CERTIFICATION +561] f" k� \ NEw r a \ 5826 PLANNING BOARD ©� �1°5 ;r...,, R9r�i�c�U i it grihhS'r MoJr.'rly r � I F ' ' �/ �!(j +5B h� a2, TOWN OF SOUT�HOLD `p�E- H Fa BEDS 69 17 6GRER/ eDATE loNEVs1 ;0�b�o � K PARK STALLS) AM or NF �s E 7 BED NEW in YIorye° PAVE/,MLENT U' �. WOt��OG �oae t� 90 6 PI r' / I -- rq/ C se 4i e \ \ P� �P / \ 0 26 AR DRAINAGE PIPE 017se, Ice t, �St / \\ I m `\ \� \� �' QP / NEW // HOhA(� THOMAS A. YOUI G. WOLPERT, 5 .L.S. 5P n O. 61483 S e C "+k \ I u) \ B I&M LAST IRON FRAME E COVER f m Vqt/057 +5B 51 \\�/ j \ \yA AP� / + r LAWINI / / l CAMPBELL FOUNDRY, PAT NO. DOUGLAS E. ADAMS N.Y.S P.E NO. 8009'1 -r5a 36 IOOTO OR APPROVED EQUAL. o USE CAST IRON FRAME 6 ABATE U! CAMPBELL FOUNDRY PAT NO d �l, f M $R. +37.63 (.P /� 9.G) / / E3=� •„'�' ---"___- RRRI \ 14 / ? / / 5407 OR APPROVED EQUAL 3: G LAST IRON FRAME E LOVER PHS I6 zr s / SURVEYORS CERTIFICATION gym" CAMPBELL FOUNDRY, PAT NO til" I +5 6 / -E 1001c OR APPROVED EQUAL 00000000 '8 .".,' 1p �, Ile 00000000 +30f03.;p FS h� 22 \` 99 00000000V�' " 00000000 . a +57.400000000 + az0 5759 000000 ''° ,1; / A +5512 / / 4 .VVBp 00000000 5811 00000000 . 4t +b yp / oq IryI1-/yyRhit l/f.�, ,L///'h'����`�'/ 00� � � n NNNNNNNN LAST IRON FRAME E GRATE U u gg y 1, +515 21 \ \ GRATE 5 ARK PARK STALLS) / / DRAINAGE PIPE i f ai SEISE ''�,� FOUNDRY, PAT NO. \ \\ ]]6 �r6 5407 OR APPROVED EQUAL ' G � 4'�, a02 4000 P51 PRECAST CONCRETE m' PJ N \\ / / // / HOWARD W. YOUNG, N.Y.S. L.S. NO. 45093 \\ -• - /F/,�1�' 3� a GEMENT OR APPROVED EQUAL.OX AS MF6. BY SUFFOLKO'-A• 4'b" l 1, A \ / EXIST. TREE / \; OFl/x`45 'P(\Y/ €BFC g TO REMAIN 88 NOTE 6 bEOP / / I USE CAST IRON COVER ON ALL LAST IRON FRAME 6 GRATE 'o J# / I ^I 4000 P51 PRECAST CAMPBELL FOUNDRY,PAT. NO 'A '+ INSPECTION POOLS. 4 OAST IRON FRAME 4 COVER W }56.]5� / / / 2 CAMPBELL FOUNDRY,PAT NO 4000 PSI PRECAST CONCRETE CONCRETE TRAFFIC 5407 OR APPROVED EQUAL '6 W +5016 / ``� OWNER $ 10070 OR APPROVED EQUAL t�1 / 2 USE CAST IRON FRAME E bRATE, _ TRAFFIC BEARIN& COVER BEARIN6 SLAB A5 MFG BY 3 Ay / a SUFFOLK GEMENT OR fir- CAMPBELL FOUNDRY, PAT NO. 5407 CH 80 ,(a / + -93 --5e 44 / / APPROVED EQUAL, ON LEALHINA CATCH EDWARD W. HARBES III U APPROVED C-QUAL. �, .� ? M1�r BASINS k DIFFUSION WELLS P.O. BOX 1524 �— E] El6"; a lb -,.'T .NP / / E.USE 4" PRECAST LONCRiETE COVER MATTITUCK, NEW YORK [1952W. B(,�l,�i1 11 11�'t� 833 3r // GROUT AROUND SET I'-O" MIN. BELOW FINISHED 6RAOC- ON ;e f1_pi0 1._1.. / / ENTIRE PIPE ON OTHER POOLS R.p� 4000 P51 PRECAST CONCRETE BOX AS MFG 5903BY SUFFOLK FoMH _ APPROVED QUALENT OR FARMSTAND WINE MAKING $ B S4 4000 PSI PRECAST / / B§y 4.. LQNLRETEBOX ASME& NEVIg e BY SUFFOLK GEMENT OR / WINE TASTING APPROVED EQUAL -ASPHALT / / PRECAST STORM PAVEMENT // DRAINAGE MFG BYLA,RL50N EDNARD W. HARBE5 III =� d 2 DRAINAGE PIPE ~ SITE TO UTILIZE COMMON ACCESS a E DRAINAGE PIPE d ha„ / // PIPE At Mattltuck, Town of Southold, t-RA o y O WITH ADJOINING PARCEL I� PRECAST E £ PAVED INVERT- 1 12 SLOPE +5a.66 -I/1" WEARING COURSE 0 �y APPROVED EQUAL i fflig CONCRETE SHALL BE OAST IN j/� 2 I2 BINDER COURSE ' PLACE 1N FIELD / - Suffolk County NaW YOnk eA TURF GRA55 al; / 4" TOPSOIL 1000 112 1 7,69 5g se i ^ �® County Tax Map Distict 1000 sect., 120 NINO I Lot 4 mw 4000 P51 PRECAST -�•1'-O",�- 4000 PSI PRECAST CONCRETE < - J1III 9U g BOTTOM SLAB W �0❑ 3dH6& RI BYSJJFFOKBOTTOM BLAB N SUMP AS A,EMEINTOR WWWW ®17® GRADING d DRAINAGE PLAN ossa APPROVED EQUAL. NOTE NOTE 5B 22 GROUND WATER ALL REINFORCEMENT NT MIN VERTICAL WIRES - 12" 04, 1/20 2.W EF7H5 &REAMER THAN 9LONOT 5HALLRHAUVE WIRE FABRILDEPTH CONGRETE 2 DEPTHS IAREATERE HANNULL-ON Se 50 JAN. 08, 2013 I"' COVERCOVER. 3"x12", AND 2 MIN VERTICAL WIRES - 12" OG, I/2" MIN. REINFORCEMENT 3"z12" AND 2 TOLD FABRIGCONLRE MIN +5858 4" RECYCLED CONCRETE FEB. 01, 2013 �d�'e OT SHALL HAVE 5 5TLP5 REQUIRED WHEN DEFTH EXCEEDS T'-0° 5 STEPS REQUIRED WHEN DEPTH EXCEEDS T'- B46E COURSE r[r] _ ,1 7�'f7 JAN. 30, 2012 -Nd 6" STABILIZED SOIL BASE LEAGHIN6 POOL, B DE2 O. I6, 010 0, 6" STABILIZED 901E BASE OCT.OGT12, 2010 aeol"e.' st LEAGHIN6 CATCH BASIN MAY 12, 201a 4' DIA. STORM 5EWER MANHOLE CATCH EA51N 2' x 4' FLUSH GRATEJUN. 27, 2005 g9, GRA55 PAVEMENT SECTION OR DIFFUSION WELL MAP PREPARED JUL, 50, 2001 NT5 NTs ASPHALT PAVEMENT SECTION N75 N75 NTS SCALE: P = 20' E =MONUMENT SET ■= MONUMENT FOUND 0=STAKE SET A=57AKE FOUND JOB NO, 2010-OO63 DWG 2005-000"1-slteplon 4 OF 9 Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor ThiCras C. Wolyert, Profesation.1 Engineer Douglas E. Adams, Professional Engineer \\ +57-7 Robert C. Taal, Architect \ 4. 758 i - -$7\ \. \ \ T \ � \ +56 27 \ 1 U(D1 h\ `b� +=56.32 i '46 \ 1,66 613 \ \ +56 52 \\ -136.12 \ 6.61 ,Ls6.00 \ / \ 31 +5610 -.- - -_ . - -- - +56.90 +s63z .5525 5G--- \I \ �\ �. N'Ia +5634 \I O � ig z�"n v 61, +562\Q5 s6z\Q5 �\ +55.21 4s?o 4 All +F W.# \ \\ +5541 +56,14 lb II, 58.96 - \ \ AC + + li 6' -\ \ `\ \\ \ \ \\ 4 \\ 5.96 +5510 / 'pr. �Y -1-56 45 / \ 6,95 \� -56-\ _ GRATE4 W A - , \ V A i 1� •V - F5E 57 / 0 / ULq-®5675 `` \ +55.9, and / +5533 .18 . 56 /A A 4W -}5508 J +56.3] / \�\ 65 \� Glp, NS / +5E.22 �� \ / /^ �\\\\� <:r, 5RA55 PAVE4ENT O Nl `\ �\ \ +sJ 91 §? 35 / +snz 58-- - 136°0 NEW 3516 \ >0 6 /\\ - BU5 PARKING fro . \\ \SS/�\ \ \ \ \\ ° / \ � / +cs fid. {5i 90 / / / O\ \ \ \ \ + ryEW FENCE SR �� �� ^PARKING' SIGN ON 80 49 \ \ \\ \ \ "Ai, DRAIN. TRIG. AREA 91 = 5.9 G. / \\•`/ \ \ UTILITY POLE +5 2 v^^ 25"1,000 5 F. x 2/12 FT x O = 8,566 G F. / / / e MARK PARK sT 7.Do ��9! \ Rshff I Baa USE EXIST RECHARGE B IN = 48,000 G.F. -'7 90 _ A / NEW 39 \ -,y3s53 / --� ,FRI I GRASS PAVEMENT I su.fifi 875 -54a7 vv v v vv I .aopgs/ v vvvv v v v .o / cBsz vvv A39 �� RIM=5490 \ C'9R R / - n. \ IIS� / I-s Aq � II LONTAIN -/ RIMA. _. assr v v v v v A v E5 3.1 / / / / / / RIM iNCNss Aeove v v v E=4 .00 5 r v v F�.T04% I,` .:.ao 55� \\ I w 1 / V v v A v v A \ V l .,.4n 1 A I +c6 Is / /I % I - v +SMD 3°)\\\\\ O\\\\ \ \\�46n // // // // // / I ' � \J I ;'� e3 +sE 65 Asa 5 �\\9sagq p; ro \ / / / / / I do +.// / / +s74i A r \\ \ \ u C-) + +ss.z9 II (NARK PARK STASES) / NS 59�. =s0,67 -�. `� / / NEW FENGE'5R' +6665 ��\ \ \ \ / MARK PARK 5TAL15) R \ a 6zv vv v .v BRgM GRAS PAVEMENT I / HANOI- �- +se 99 E, \ GONG. COVER / \� }54]5 A A "5 / / 5 � \ / / I ,; ®. I / IT PARKING ., GRATE \ vv / / I ..m 4 GARS NEW NEW LAWN C S31 A u +'AI3 ?'°' GRATE i -'5 ' ADA COMPLIANT \\ +_ / 551 N ' 5RA55 PAVEMENT NEW PER60LA +542D // '.�''• + I I /r9 / 00000 O (WKW9 \ BLD6. N0.15 I\ \\ 8 69 I /h NEW A6. BARN s zs U +5495 / AREA - 536 5F. + S \ +5758 / I �S O \ NO HATER A I OR 5ANITARY \ O NEW FALI715 .ORY 6UIIDIN6" \ O aDPOP-OFFRO ADA GOM ]ANT / 46 +55 45 I AREA O PSTONE W K I f / \S> ` +5]9.t LJI OD�0 O-117.72 O +5 � ae f y +66 3 T 5 C-1) O �4 +ss.Ja S 11 A5 �, DO +5831 -p C' ,�' IP Ib HF NEW P ND NEW FENGE'SR' \ \ O (RUBE LINED) +s6 +59.60 mtl MARK PARK STALLS) +ss O N° 111 . -_- O \\ OO NEW LAWN +5665 \ ENGINEER'S CERTIFICATION +5 9 +56.69 .9\ QR O \ \ -,H , - - - - un +5569 SHF/ f+57 57 PASSENGER ��� \ DPOP-OFF O \\ O °` 7E57 HOLE +56.27 \� � \ /�\ +se�� AREA OOO OO +53]0 _iJ�IM� an$g NEW LAWN \ \ '' r l e. t/No*w _ 21 eE v / v ro -I-56.Tn ffs 55,a9,a \\ +se aa.-• L Z +56,51 `s / NEW SSYSTEM HOWARD C. YOUNG, T, NY . No. 45693 4p _ S \ +v-o. ADA GOMPLIAN / SYSTEM THOMAS G. WOLPERT, NYS. RE NO. 6148 Hf[71� STONE WALK / NO.I /-'� DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089T )l7fE j•51�4 ayS fil +s6 zE +5656 °fb . jEARTH/WALK 1 FE i x 'p2 xs. __ +5186\\ 6'M1K DP 5URVEYOR'S CERTIFICATION §� TIC _ +s6 JD 11 \ W." ST B � 3 +5662 U ✓ €3e� AVR y J 7'3' G NEW LAWN e., Rg�a GRATE //' +Lope S.pI., sl NEW\ Cq sE SH( 7.DD /i - FARM OFFICE J�/1YR/V'it' /`�,rC/�/4 +5659 // /y�,/./It'y/ AREA= 291 sF1 I V .+J u, 2-4 , , @=�z S \ +s]oa \ n. - #57 Do ka. (( +5 - I!I' </ Ip�j a§pi O 778 �a \ - -- +5 ss /4''Ir IT � G \ HOWARD W. YOUNG, N.Y.S. L5. NO 45893 at +584, y OOq��� 41 ACD -]-56.64 S o� _ H / R _ - -_f56 e- - - - - - --s/ - �1a 'I / / 14 �erAA'i>_ 4p T ` \ OWNER ,9R +5709 p +57.56 °'J+ af� j :'` 1 v // .e9ej � \ - - � EDWARD W. HARBES ]1] s �-' +5736 �10f/ ''� v P.O. BOX 1524 a_ eNKIb �� NEW LAWN MATTITUGK, NEW YORK 11952 y M. +57.72+57.73 44 ..>E' �,vla,:,, 41 BLDG, N0.12 ,,� _ PARM5TANP, WINE MAKING 4 a w 4 ,/ F5B/39 e a PROPOSED A6. 852176. C' /�my,r�.w' WINE TASTING ' III, AREA 5255.P. wnTER No OR SANITARY ,p,411,��t 'g, FALILITI9-ORYOLO6. i�760 �DW�4RD W. HARBE5 I I I M N \ +57.7$ 4q),' P / �5g +5606 �`p �� /�� j`ro� ;' - At Mattltuck, Town of Southold, �<Ra .57 �;; � �� / I Suffolk County, New YorkSc It o 41.� � , I loo0 112 1 � 6 ��ep s. ( 41�.. � � � qp MIV a'/6 u I., z 44 J' li'�'i ,h ii �,I - N H �, �i,k 9 b`b,� -- _ --_ - -- - - __ �� /// /dryHoM/ }4,15�ui.lIdlits /° p� ; 1fi e,t,�m✓ J s�d�a'I'h�� '��: P �+�� a��r !I�r 4� . 1/an,P }4I3 - , +.74�`PP1�oJ County RTaAx MOP msnm1000 s«<m120 6IucL Lot 4+s } . IN REL°°ATEI eIFARMSTAND DRAINAGE PLAN ING e�ft �Ra6 �NEw APPROVED BY � �, g '° I�4P�i t5�°S '��{A4tiPt EARTH WALK F. db/t9/,Ja,,A, d A >N \\ Nd� 6 s it, �lN6h PLANNINGBOARD40 FEB OI, 2013 LLS +5822 1111(A'llll� dl�yl, �', , +58.21 dlj llt; , I. I.LI Gad I �1 AN. 30, 2012 �eFs'6j `'� ' � � 5u ' : TOWN OF SOUTHOLD DEC. 16, 2010 4,, `. v v f til - 7{I(1; ocT. 12, 201° �e�G '6 a^P \\ DATE � MAY 12, 2010 €aFP +57 r' �l laa�3 G�� l\ _ MAP PREPARED JUL, 50_200s� SCALE I" = 20' 9 JOB No. :2010-0065 DW6. 2005-000T-51taP Ian 5 OF 9 ❑= MONUMENT SET ■= MONUMENT POUND ZO = 57AKE BET = 5TAKE FOJ O Young & Young 400 Ostrander Avenue, Riverhead, New fork 11901 FIN.SR. SLATE 631-727-2303 GIG 58.60 HEAVY-DUTY GAS( IRON d DOVER Ras C. W. Young, Land Surveyor GIG 58.30 HEAVY-DUN ,AST IRON .) HEAV✓-DUN GAST IRON t GI GIQNG COVER hYPJ PI_U6 59.00 GIG 58.50 Thomas C. Alar s,, Professional Engineer LOCKING COVER (NP.) LOCKING coVF_R 0.26 GIG 5bSo GIG SB.20 GIG 58.20 Douglas E. Adarae, Professional Engineer' 24" Robert C. Tast, Architect 2 x 24u TRAFFIC eC-nRI 6 s 6 min 24° 6 E 24" x _ c 24" TRAFFIC eEaRINb sLAe min a ry o min I ry a mill 111 N min N E ry E min E ry E ry TRAFFIL SEARING SLAB x.20 TRAFFIL BEARING SLAB TRAFFIC BEARIN5 5LA0 V% TRAFFIC GEARING SLABm n SO• min 444 min 0 BEND 20" 20 \\\ m0 D" PVG®100% 8" F`!C®I.00% 20 s /v min �\ 8" PVC.®1.00% IE=53.35 IE=52.15 I .56 IE=52.66 PJC,®LOP IE=51."74 IE=52.15 E=52 IE=5124 - - 5.G I 6 P✓G®100% m IE=51.15 m 20" m b" SANITARY / IE=50.80 IE=50.90 o min FLOW LINE H_5691 DRAIN -' / Q33' O Y'3) 8" O.P. CROSSOVER PIPES \ AS ` �Se 7e "'- RIN65 m � - _ 5ANITARY Jr!r � 20" O.G. \ DRAIN RINGS gyp,\2 .I sr oa \ MONOLITHIC - - - -_ BASE t WALL \ O 00 SECTION \ h� >K� •�-,� +5191033' ry 0,33' r ID.00' 10.00' 80' 6q' 3.q1' r/ 7p +5659 \ '�\_ �.ti- ., ,Sn \, _ _ - - - - _ _ 9 9 6000 GAL.. SC-PTIG TANK LI GLEAN-OUT 1.3.1 MANHOLE 1.2 MANHOLE 1.3 6 s /) --s].0 �\ `..\ \\ ,,y 1 `\ -58- __ - -Fss 0a ®m90 ®m9 BEER \ i \\ � ®E990 �E90 RI £ ((''R UND �- 10.00' ' 1� GROUND 10.00' 9 / NEW FENCE SR'/ \\ t \� "RARKVRG SIG} 1 / / 8 NE PARK E' / yR PA=R R }5a 02 WATER- AL}sn \ \\ `\ LEACHING POOL DISTP.IBUTION POOL +56a5 / PGWff I \ 3 POOL5 10' DIA x 12' EFF. DEPTH o' DIA x 2' EFF. DEPTH SANITARY DESIGN CRITERIA B CALCULATIONS TOTAL 1,50"7 5F5WA TOTAL 1,50-T 5F5WA / / \ "` HYDRAULIC PROFILE OF SANITARY SEWER E SANITARY SYSTEM NO. I NEW \\ 5 ~ \ SEWAGE DESIGN CRITERIA / I �9` / / Y I GRASS PAVEMENT 5866 \`\ \ \\\ -l.7. `Ni,.. +5]95 GROUNDWATER MANAGEMENT ZONE 4 7 "KS METHOD OF WATER SUPPLY = PUBLIC \ �Y ALLOWABLE 5ANI7ARY FLOW = 600 GPD/ACRE -a'a, W3 9 p 89.6 +59 z 997. \ \\\\ \ y4r(D ^)Op`, TEST HOLE DATA HEAVY-DUTY GA5T IRON 8 600 GPD x "1.528 AGRE5 = 4511 6PD e o LOCKING COVER (ALL COVERS) SLATE ��? / 1 \ \ s F ^ fo IPATIS CCEOO. 10 20105GIENOE FINOR. COVER DENSITY CALCULATION GIG 59.00 GIG 59.00 PLUS 5q.00 }se 1 �/ter Iryq �s EJ FstQte EL=sa.l vARK BROWN o.a' (#2) 7A571N5 ROOM NO.2 30 OCOG®920 6FD/OCG. = 150 6PD e <L (#5) WINE MAKING FACILITY: 512 S.F. ® 004 GPD/S.F. = 23 GPD +ss n° I s_ NS°b \\ \\ CO a/St C LOAM 6 (#4) TASTING ROOM N0.3: 150 OCG. ® 5.0 CFD/OCG. = 150 GPD ,? }se 6s e]s \ aqp \\ M-,_ hSe ^/C l O' D 24" 24 TRAFFIC BEARINe.5Lns 30° (05) FARM OFFICE: 292 S.F. ® O O6 GPO/S.E 15 GPD _R3D / / -F57 a / +se 37 v a�.MfNJ \\\ -`�. \ /'I•Qtl t Bpo�U SILT °1 min min BENp (46) 5TORAGE: Iq2 5.F. a 0.04 6PD/5F. = 8 6PD / \ \ 8 `v. /7 PLUG (#1) RE5TROOMS: PLANT PORTION \ .� \ ��CJ so, 20 2p° / OF VERGRErN HEDGE ``\ \\ (*8) STORAGE: 60 5 F. ® 0.04 GPD/S.F. = 5 GPD m / NEW FENGE'SR' / F�, A5 IREGTED BY OWNER \\ \ "HARRES PARKING Lm" +5824 FAIF EROWN m n m nO =55.66 \\ B GO .00 (#9) FARMSTAND OFFICE: 102 5.F. 9 0.06 GPD/5.F. = 7 GPD / MARK PARK STALLS) / }50 6T SIGN ON UTILITY PD1£ FINE TO IE=55.04 (#10) TASTING ROOM 25 S 20 OCG. SPD GPD/OCG. = 10 1 GPD NEW FENGE'5RI + �� \\ \ (SWI O PVC FM. (#12) A6. &IILDIN6: 525 S.F ® 0.04 GPD/S.F. = 21 GPD 2 rV 91, \ COARSE 5 �\ SArvv IE--5454 (*13) AS. BARN � 836 S.F. ® 0.04 6PD/S.F. = 34 GPD / MARK PARK STALLS) 5068 \ .\ \ \ D FLOW LINE 601.3.11 D IE=55.04 TOTAL DENSITY = 1,220 GPD / HANDI- \ ! N 0.33' PARKING CRATE \ \\ \ VISO, O702 \ \ +sa 7.z/ % O 4 GARS NEW 583 aP� \ `\ \ \ MONOLITHIC/ 825 \ +5895 :'9.16 \ \ ``\ BASE 6 WALL�\6 DA COMPLIANT DESIGN CALCULATIONS - SANITARY SYSTEM NO. I &RA55 PAVEMENT NEW PERGOLA \ 9 �N I \ \ 25.°' / \! \ 8.00' 31' 1.45' (#I) FARMSTAND: 3,522 S.F. ® 0 05 GPD/S.F. 1"16 GPD 0 (16k959 \ \ 02 0 \((�\� Ltti \ No vR°uNcwA,ER ENCOIm1EnEo (#2) TASTING ROOM N0.2. 30 OCG. ® 1.5 6PD%OCG. = 225 GPD (05) WINE MAKING FACILITY: 512 5F a 0.04 GPD/5 F. = 23 6PD ,� \ +581.1 GLEAN-OUT 13.2 (*4) TASTING ROOM N0.3: 150 OGD. 9 1.5 GPD/OCG. = 1,125 GPD `O \\ 6REA5E TRAP I.3. (*5) FARM OFFICE: 292 S.F. 0 0 06 6PD/5.F. = 18 GPD 1 / J +v sa // O NEW \ \\ s o,\�� \ \\ \ SOO GAL. #6) RESTRO e: 192 s.F. ® 0.oa GPD/S.F. = B GPD �! PAS5ENGER +5 6i 59 0] L \ (#1) RESTRDDMS: / � 1 O ADA COMP ANT I �,0 \ /4A/ \ fia \ NEW (#8) STORAGE: 68 S.F. ® 0.04 6PD/S.F. = 3 GPD / \ V' I DPOP-OFF STONE W K I ••• I� rVe \ \ \ " ASPHALT (*9) FARMSTAND OFFIG& 102 S.F. ® 0 06 6PD/S.F = , GPD AREA O _ V 0 X• \\ OVERLAY \ (#ID) TASTING ROOM NI 20 OGG ® 1.5 6PD1060. = 150 GPD 20 00 n4 2 +6 46 / •••• \\\ \ \ +--5e \ NEW \\ +5796 (#12) A6. BUILDING 525 S.F. 9 004 GPD/SP. = 21 6PD Q' 05 Q- I •h'S \ \ - (#13) AG. BARN : 836 SF. 0 0.04 GPD/5.F. = 34 GPD ��\�0 �� 00 (9'pj m : • ?': �\ ASPHALT \ \ I Q ? �' ° ,� I '• X59 \ \ 'L _ O 3 O V/�\ a Jr o O \ \ PAVEMENT \ TOTAL DESIGN FLOW = 1,1g0 GPD / +5 \ \ 00 �� f �P a ,9 L \s HYDRAULIC, PROFILE OF SANITARY SEINER 4 SANITARY SYSTEM NO. 1.5 � F �'` 4♦ Ie.a4I2 I ••• \\� \ \ N \� �\ f,Us / \ / \ \\ OO {�,Q { I / • 8]0 `\ \ \" j yg.65 /®7 9� +5831 (((` �' IftT •• n R \ Y Tu EPTIG TANK - +56,0 I O a IEssss / \ \ •• eJ 50 a \\ \ w, \ \ +s]]a �T s]ss --s]a] 5 REGI. ,1g0 6PD x 2 DAYS / s \ Ie=e9aa / a \ •• m + \\ \ \ M"L \ \ USE 2 TANKS 10' DIA. x V LIGIUID DEPTH 3580 GAL. �i \ \ NEW P ND / `fit \ = 6,000 GAL ' (RUBB LINED) +j H-5a 59 5919 GRATE •• ••. _ - a 90 v v 53 \ LEAGHIN6 POOLS \ / \ �° '3 ( •LT \ \ \\ \ REQ 1,180 GPD / 15 GFD/5.F. = 1,195 5.F.SAA. \ OO 0 C \ S7yTSe a \♦ _ \ `' \\\ . s]fig USE 4 POOLS 10' DIA. x 12' DEEP = 1,501 ST 5 WA. O \ +69 eB \\ �\ \\ 'O9Tgw_ GRATE `; /-\. 3\ \ \ `\� ��Zh 9 -59� / SCC/� Q ; \ \\ \ ar'i' -n 29 GREASE TRAPS \ O +5865 \ \0. ST Ga Ats�pF�ANITA �� Oso t \ \, \ ?� 5700 WINE TASTING \ � \ wH•ssoo '�'4 t \ se.B7 $ H \ oqp 1-575] O \ O E-S000 \ ~e Te(M 55YSTEMY t \ --Sr tee\ gpN \ Sam \ " ( 1) FARM57AND = 3,522 S.F. ® 0.02 6PD/5.F. = TO GAL. F( \ PASSENGER O O 2 co ISA B \/ / e a[Tp \\ \ oi.= (#10) NO I KITCHEN FLOW = 20 COL. ® 25 GPDIOCG. = 50 GAL. TEST HOLE B.Szsq A. �( < No.2 .� e. <p \ .J -- _, \\ DPOP-OFF O O Rc as v1 v,, \ p- G \f \ \ \\ \ (#2) NO. 2 KITCHEN FLOW = 50 OCG. a 25 6PDIOCC. = 75 GAL. -Fs6.D AREA \ Buz ,} i Iz=,e = `p�qP se.13�/ .� ••W co O 1` O`� \\ \ }5 s +5°11 +587n �` •�wa <.. N / a'o`R7• ti/,y�$ / ke \ \ \ OTAL = 195 GAL. Pd�4e \ �aG •tires •. syNO�TNG s'sa ' USE I TANK V DIA, x 5' LIQUID DEPTH = 1,500 GAL. -58- - \ i �l `S9 va .n• 4q4 e OO \ nal T $ 00 0 \ FE 1 \ ® • 1Ssaa� G BLDG. N0.3 ��� ,`rF s>a SF ry LAWN O \ /�\ \ \ _ }6110 O \ +59 $ /NG WINE MAN INC 1e`•Elsee// • h@ 'gyp NEW ADA la \\ (*a) No. 3 <17C HEN Flow = Iso Gee. ® 2s 6PD/oeG. = 315 GAL. gF'�3q{$y�rp� / • � =aal USE I TANK 8' DIA x 5' LIQUID DEPTH = 1,500 GAL. LP ,a � / e�sM / /coNNa RT`CKIeTIGS `e.as ` Q COMPLIANT �� ^� 09 uLgl 7.e 5ANITARY Q' ` }5927. /' 1 / 5095 / 512 SF.5ARtT r ♦ STONE WALK \ -566 +='D' ADA GOMPLIAN / 5r5TEM 569' / - - ♦ 2a 1 _ 7 e IE•S]60 1 50.05 \ �' \ - 1E-�.,G � ♦ ,�- / �\ n 97. � DESIGN CALCULATIONS - SANITARY SYSTEM NO. 2 NO.I •veRr SONG rv� sxlsnlaz WELL 2 l \ STONE WALK i �s // Q ✓/ / le=suo Bn ^ ♦♦ O GRA IE•sL92 lis Ri ff Usm nzR 1 -1� ♦ 4 \ NEW / ; FE i Q fsOR-Ss .eN I IraelsenoN P�'1' 33 ♦ \ \ oiE `cry , EARTH/WALK 7 Orme"PvuIDW* sMx I2 a � \ wrsF- --O"L'"ry x/ 0� ♦♦ OO '�s�J ® \ ,/ \ 5A � .,75 WINE MAKING FACILITY LP DP O O RIM-sem '� 0 O' \ I WASH DOWN / DAY ® 100 GAL / WASH DOWN = 100 GPD --s6 fia I k0. f _as\ -- o M`s r h •vcia ee,m le=easerw +sa.y7 "P va:r.eONo� ¢° 0 ♦♦ / \ \ / \ . \ +57 \ O }Y J E•S ,O IE•9 D0( E• 9 0 '.72 IDD 6PD --5610 I e�P5.2% ST IB'=fO vc•4.OW%(E�'9-r) � Sh]I � �� ♦ I � tsGRas) p }5992 Rln�eo �� sv F, qC 0 ��� ♦S OO TOTAL DESIGN FLOW o ST 1.1 Is•noo A-°., IE•MGa O 55.61 PP h- ♦�, / NEW J ! e.ue el-s,Ms) .v,aT Z\/� Q ♦ PAVEM NT \ 8026 i I REQ 100 GPD x 2 DAYS = 200 GAL. }n�/ / IS.S12uN 5a 6a 9 sem ! PP 7 ♦ O / A5PHAL SEPTIC TANK E 2B $h, GRATE / BLDG. NOS F o q / .] J / / 575`_ � FR �� m�.' � � REPLACE LEAewNb a.lz O ve / � � - 733 USE I TANK 8' DIA. x 4' LIQUID DEPTH = I�00 GAL. F( E)57 00 / / ` Rg 5860 'yF$ .VERT. u YARD°vR�AIANO GRATED v5 va / / FARM OFFICE OFp/MF + ,SII ____ HFp T fi�a, PIPE TO NEW b'vIA. :e 61 �y �p 46V8 la I _,y�i ! LE REG. 100 OPP 5 I56PD/5F. = 615.F.S.WA ! / \ AREA a 292 5F. CF �� O Q'u 1 BB,p S 0 B(T _ 0lR_'" ♦ \ +C' / } ]5 \` •• ap LEAGHINb POOL / • f R�M1TA •5050 11 O / ♦♦ \ s \ / °} USE POOL 8' DIA. x 12' DEEP = 300 5.7,5.AA. {y'�R / / �_ ••••• I • • IE-•ADO l" U 61x4' 802 a ♦\ Y'9875\ 4799 II ffh . ODDMMF }57 79 ! // •`O/j --drelz �Sa�,••• f4 a,: . s, Co eo.r ;a Q• \ /. _ -!'57 00 !/ G y ••• ^P ''Fp- sNN u S�i p�� \ e }-1-s7 s NOTE: _ -F5 .53 ,Q \ �` • Fy. r 9.ae 1EM•SeaGRC` �ci }87.91 -1-58 01 q����� �/ \ ••• TPD �i Ie•s 9e 9 CRATE \ ARE o �? r9, /( O.Q.' / \ 1 •• O,(, S,y'R Is,�.�� - V7. . v1 \ 5770 ,9.01 OF HE SUB NESP PROPERTY SUPPLY WELLS WITHIN 150 FT. +s6Sa / Sy 'Tq a" s� 'O .,� •• vGc /C .fD 5e._ / `e 7a e.a3 a +57 9P ";I-Osp 'Q" \ 'CPQ P� vaS� ca a �j o ' •S2,I RPZ --- - - _ +s7 09 aF�^� / / bR Nr R>-A -k>- \-_ \5 �\ P h4 •• ,ee x�/ ♦ aA 2- 2 / / (,OT +' >� \ -(\�gPV BLDG. NO.6 ♦ v)/ /+se.a2 o p NE •� . / W� STORAGE SHED BLDG NO.•T Q / / �% y�P EARTH / A / >/F AREA ° 192 SF RESTROOMS • VIl a \ IE•Ss.o3 �` J�K/ WALK / r / - 7 36 NO WATER OR SANITARY AREA- 121 SP. �1� +5798 ! S \ F Q / (� V 'I. FAOII ^ORY BLD6.' Ie ,: SyPgM GRA Q� f g /. ,4 ? °FryM ! / \ BLDG. N0.8 w, . PDF \ � BLD6. NO I P / I'. � � +5778 / STORAGE SHED F FARM5TAND v1s vIa o O� 3 I ' ! } I, ii„i' � II AREA = 6B 5F. / vi • % IE.569 Q- FARM STAND -P S.F. -.'/ 7.71 NO WATER OR 5ANITARY • a FAOILITIES 'bRY BLD6.' ••• ;/ RO°WALKOVER NR= 9On SB Sr. i / 57 BLDG. N0.12 7.'P �i ^ _1_syps oc� NEW BLD6. NOA • MAKE Au a 5R055 . 557.2 PROPOSED A6. BLD6. <" / eE`-°1N"eL EARTH WALK FARMSTAND OFFICE •••/j, IPAW SKr /a N°SANITARr FALIu /!! AREA =5255F / / \ WITH BATHROOM5 •�� o COMPLIANT +5,.]0 - \ 0 5a 77. e/ - :� a',I •• / AREA- 102 5 F. A�I IT�Es°vRrNleTosY' may$ '� / +s7 so \ ff<or BLD6. NO.ID `.• // W q, y / / 2 _ 4. 9v WINE TASTING F co- ROOM NO.I +5775 - bP - N \ yP A=a - [P re," A - / e ` // ENGINEER'S CERTIFICATION + I TARY FACIu 1 NEWB -+ '�, IL� l I EARTH / i.Bs // +58.01 / \ +P��O +n.,l P��o'O- \ 56357 RA Y rERTIFY THAT F58,I6 ,i' I1 . , 'I. +5e 32 n WALK 5 A P / / / SEWAEG�E DISPOSAL SYSTEM(5)FORTTHIS UPROJEGTANWED/�OR E€�� / DESIGNED BY ME OR UNDER MY DIRECT ON. BASED UPON � � 1 RELOCATE Q + V �� - �'� I a 51 / �! ° CAREFUL AND THOROUGH STUDY OF THE SOIL, SITE AND e` _ / O y - e \ / °2° ! / / SERVO ES To THE SUFFOLK ON STANDARD DEPAR E OF OSED, £ �_ �393h �' ���. �/ \ / 1 0� / / / � GROUNDWATER CONDITIONS, ALL FACILITIES A5 PROP 1 5761 \ \ +se 7.z / / ! / F pT / FARMSTAN� rj' v v A I / DATE. IV Aa EARTH WALK \ '/ HANDI- µ / . / / / 4a'=� }58.66. \\\, '" +57.09 \\S8 \\ PARKING ry oFP 8T /n\ /! unu,r PDLE �~ J-) Q \' -' X ,/ 1 ! HOWARD W. YOUNI NY.5. L5. NO 458g3r1'^.� :C +. LAWN \ n' Y tom- / 02 ESS =�-E +5822 -5a 27 \ \ so b / I / ( ! THOMAS G. WOLFERT NY5 F.F. NO. 6148 \\ \ \ h / Pya / O+n 9a DOUGLAS E. ADAMS, N.Y S. RE NO. 80891 Qin Bas - - t: 4. / ]y 56 1} � 6 �\ � � � +5526 SURVEYORS CERTIFICATION 3g@_ga NS +58 aiINC ii i / 'v / �I C,'3 \\ +57,69 / cDNc. °J;FENGE'SR' / K3, I ( 97 'S/ / /t/L/L 10.x} BORDER/ � Q ` \ MARK PARK STALI5) % // U ( 1� a 15 be f \ ('�caATE / // ^ [ ASPH T 7s Ca 4.t 1 5734 @ +5721 '� � FAV MENT 9 a9 /c�lt�r Iry9 LseMQb H rhes \\\\ IP P \�H / /! _I_s]99 / HOWARD W. YOUNG, N.Y.S. L 5. NO. 45083` <i�SC�l s r Q / L'. tr POURED CONCRETE INVERT Q/ C0/7s 1str/Ot t/at � \\ 1 Imn U'ry(�Qg{P. ry / }50.36 / - 8 ACCE555TEP5 6"0 PVC, ® 1000% INLET /On r� \/ p \ 'e p- OWNER CJ fp +-57.63 F a'� / Qps' ! / EDWARD W. HARBE5 III Ib `'9• aP 0 / // P.O. BOX 1524 • e 6"m FVC, ® y°`� r / / P / MATTITUGK, NEW YORK 11952 & N 1000% OUTLET +s 7 / \ \ B +5B 83 \\\ ��„ -apt ' ,/ ° / WINE 3�8W ` 5].59 \ }57.44 \ / / j/ MAKING y3 AGGE550PENIN6 +5825 ! !S. }58.12 ! / B' 12 FACILITY q a =' A / HEAVY-D IY CAST IRON < 0 / SIC SB 82 G 4 € 881 INC LOVER TYP. FARMSTAND, WINE MAKIN a 58.40 gg=s / + / +59 33 ! CIC 58,5 N FINI5Hm bRADE `3w a / /� + .e2FENGE'SR' /// !� ry WINE TASTING +5828 `\+sa s, \ GRA,e G.I FRAME tDOVER- \ 46 MARK PARK STAuS) Ic BEARING SLAB L' CAMPBELL FOUNDRY PAT. NO. FINISHED 6RADE '87 p0 + / / - L �; R L2EARI A5 E 24° 24" 24" DWARD W. HARBE5 Ill / min a min min TRAFFIC BEARING \ - �� a\0\\59 - - - - - X12' / / j //!/ / n m° " E wmo•' mo° o.bT 6"wc®2.oO% At Mafolk k, Town a Southold, Ol OR Oh Bd ALLOW 5" FOR FINAL .8e 4^wG�1 Go% IE=55.00 Suffolk County, New York e IE=5p,16 K�b� PRECAST TOP cel ADJUSTMENT .+ SECTION / =OF / ! / 2Q IE=54.10 IE=5436 A FLOW LINE 5O 0.33' d 'E U; 6" PJC, BUILDING CONNECTION 1000 12 1 4b a��3 County Tax Male District 1000 s=crlGn 120 e1oBx Lol 4 5" 50- EEMD -F55,a -i-se.,s / }sa rfi // // a PRECAST SEALING so" BEND \ FINISHED GRADE = F M°rvOLITHIc gifs ,� 93 }Sa.4a , , APPROVED 6Y WATER SUPPLY es RI5ER w BUTYL 6" PVC SANITARY 2.00% MIN. /a°' sa 13 !/ // $ BASE J WALL ° 1 PLANNING BOARD $ SEWAGE D15P05AL PLAN �� 6 MANHOLE 2.00% MIN. - e a R a RUBBER \ - SEWEER e 33 F' o / / STEP BUILDING 5e ` VAFJIf5 -� 45° PVC, AYE VART5 / \ ! // SANITARY 0.58' �B�, TOWN OF SOUTHOLD 30- MINI M '::.,, 59.U3 / / RIN65 3 / / FEB. 01, 2015 o \ -� ' 9 DATE PRECAST N GLASS A CONCRETE _ MAIN O INVERT SHALL BE 4000 PSI NEW /9 12010 GAL. SEPTIC TANK G JULY os, 2012 F"=3 _ �/i a Jaoi,3 JAN 08, 2013 CONC 4000 ET LL 4000 P51 CONCRETE --�-R3 / SEPT. II, 2012 g< � BASE CAST IN PLACE IN \ / � d- / / ®m L..a FF� 9 JUNE II, 2012 5 THE FIELD. ASPHALT ! LOCK JOINT SECTION PAVEMENT / 51TE TO UTILIZE COMMON AGCE55 - cO�13 JAN. 90, 2012 "ego PLAN gMe FLEXIBLE SLEEVE ! WITH ADJOINING PARCEL ®®9 DEG Ib, 2010 �ou"I: 837 -I-58.65 / / w MAY 12, 2010 =a@ µt JUN. 27, 2005 'Sod l ' ll HYDRAULIC PROFILE OF 5ANITARY SYSTEM NO. 2 MAP PREPARED JUL 50, 2001 ' SANITARY SEWER MANHOLE BUILDINIG CONNECTION / NITS/ LEACHING POOL SCALE I" = 20' NTS NT5 (300 5.F.5.w.AJ DWG. 2005-0001_slteplan b OF 9 JOB NO. 2010-0063 0 = MONUMENT SET ■= MONUMENT FOUND 01. STAKE 5ET - STAKE FOUND Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. loll Professional Engineer \ / i Douglas E. Adaons, Professional Engineer Hobert C. Tast, Architect \ 6�7 ]� \ 1656// \� t�\..,4. +5627 7 \ \ 5 50 `\ `6,92 '.q 61 \ T'1S32 46 86 3n -Fs \ 1 -F56 42 /yU *s6 G5 \ \ M1'`l, \ RSFRy /I -}-5590 --5610 _ ._ - .- __ _- _56- ss 2e +56 34 \ \\ \Q5 \ `. 01^ 02 \ \ +562 \ 611 .per E � 9 4 SIA g6 ` '4 +ss z1 =70K/ -1-56 33 +ss a, }16.15 3 ' ;-+-9-82a \ \\\ \\ /�6 - +5539 / +56 45 /// \\\ .\ \\ \ \ `\ \�- - - --- - +5561 / / - - - 601 \ \ \ ��\ ' - -56_` GRAM'f�4,17 LILp5 `` \ +56.91 / }5533626 \ � .55 5 / +155 07 /�1\1 +,608 \\ \ \ / \\\\ / \\\\� eS', +56.37 / 66 \ \ + /� \ / /�\\ \�\ s / INEW 5s 6RA55 PAVE4EN7 /`'! \ \ \ `\ 4-,7 91 .33 / 6.93 `->< \\\ \ \\ \\ +55]1 4 56 59 / +56 °� +sJ 12 \ \\ \ 73\ NEW \ �\ \\ \ 58- - _. --TSS 00 \ _ / +55.18 BUS PARKING \ 10783 -56� +at 9n MARK FARK STA;.47 99 \ \ \ ' \ .PAunun ao�ON +se 02 +56 88 8 61 / a;90 // \\\ \\\\\\\\\\ \\\ /- - - _- - -_ 1 /o -F;= =139 \ ' 1s6s NEW¢ -se s \\\�\\\ \6N9a2\p9\a\. \eJ\ \ \\�\ " SC6RA55 PAVEMENT 67 as0F 9N S2011, J2 LC +5195a \ \ \ 000 5460 +55 46 - s.1 J0 .:.�\\\\ \\\\\ / 1 + +563. ?u, +16.65 els \ sayat A\\ 1 \ \ \ \ \ \ / / / m / / +sJ.n / 4kFM \\ a a 51 PORTION GOP /� �ry // I I /� / erg, A5 REGTED BY OWNER \\\ \ \ NEW FENGE'SR' \ �1 LP 1 / + / / / a/ MARK PARK STr .) / A" +--529 + I , /' C �S NEW FENCE'SR' +56,65 ( RK PARK 5T/U5) \ vvvv vv-// / / I e99MF GRA5 PAVEMENT I -x_50 ��> -1-5 x71 vvvv / GomG. cov6R / / / HANDI- � %1 +5699 i \ \ // I d7 ® I 0� // / �J aO / PARKING 4� GRATE (DOE 31 v� +15.1] V" GRATE® I / / / - 5625 NEW " �s6 ADA COMPLIANT (\ / +551, I I sR. / o0o GRASS PAVEMENT NEW PERGOLA I \ 1 ,14 20 �� BLDG. N0.13 s9 \ �W\ / o O NEW A6. BARN + n0 / �� I n s'-'° AREA = 556 SF. NO MR OR SANITARY \ +s]se W I- NEW PA61 A IES "vRr 51)1LOINe• PA55ENGER +55.45 \ �* I DPOP-OFF O ADA COMP IANT +5 6i AREA STONE W K s 0 s +5J 9a � \ o�000 °0000 + 00 eR 2 0 \ 0 +55 49 +tn 3 jU' 0/ +56 31Sh"F/ i +56 I o (2) O \ O NEW P ND +5s +59 an NEW FENCL 'SR' O (RUBB LINED) / MARK PARK 51 \..• \\ OO O (/ +5 9 \ � O +s5 69 S \ O9tf+SZS] OO \ � tiF( \ PA55ENGER O \ DO cam TE5T HOLE \ DPOP-OFF O +5627 AREA OO \\ \\ +se.n }se 70 \ -I-ss fia / Sy \ \`\ / \\ it) \\ \ -58- \ // \- - __ _ -56- -- - \ s�aaa \\ FE i x,_10 ENGINEER'S CERTIFICATION \ _ / +5°1a \\ sa eG' LP 1 HEREBYLY(5)CERTIFY THAT THE WATER SUPPAND/OR 1-5651 \ NEW sZ6e SANITARY} SEWAGE DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE SAx \ +sJ 9a ADA COMPLIAN / SYSTEM LF DE516141 BY ME OR UNDER MY DIRECTION BASED UPON A @aFP, F STONE WALK / NO.1 GAREFUL AND THOROUGH STUDY OF THE SOIL, 51TE AND e_a� �I GROUNDWATER GONDITIONS, ALL FACILITIES, A5 PROPOSED, +5626 +56.66 i �" EARTH/WALK 1s FE LP 'CD" CONFORM TO THE SUFFOLK COUNTY DEPARTM OF HE pw SERVICES GONSTRUGTION STANDARDS IN EF GT A5 OF THI oao? +s6 J0 I +57.66\\ �,�, a DATE. (" - a,e� 1 - € 68 G d ��. .. +5].3] n l�i, Riw.x3ol r Y 4 le-eiatw C) c1, J ') _/. '1-5008 le=6LTA'e) GRAMV [ SyF< &700 // BLGWARD D . NOS HOW. YOUNG, NY.5. L5. NO 455,15rn 5676 \ +56 59 I / / 'T� FARM OFFICE` THOMA5 G. WOLFERT, N.Y.5. P.E. NO. 61485 S \ } \ DOUGLAS E. ADAMS N.Y.5. P.E. NO. 5o89T�., 7 / // AREA- 21 E.F. d A= +566 41705 \\\ ;,5. °CMM +5775 �oo SURVEYOR'S CERTIFICATION � ' \ _ #900 / § +s6 9a // S +19.01 ab osr�,pFy I�/� oN��// \\ e el x "fqO 4, _-FScse- - --- - - -57_- _- _ � / '' : ✓/ }sJ CRs, 'Rs,A '9j/(>.. \\ �/ 709 a . 'j� l }Q""'�R ` c \ fVV//1.iL J"4--r PO V`1. V.Z ,� ale$ +57 5f 941,, +5731 /� � SFS y k11L '3/ HOWARD W. YOUNG, N.Y.5. L.E. NO. 4551 6- 4580 'r, / / �e 73 / 1 +57 BLD6. N0.12p�y�� - +� 72 2 K' kv +5l PROPOSED A6. BLD6. /?;a!•IId;Ilb i/ OWNER ARE4 - 525 5 F. .Id: 'S -+;,^IrF e y NO 'NATER OR SANITARY FAaunEs"DRY 6106." , - eic 7 / +s+57.50EDWARD W. HARBE5 IIIP.O. BOX 15240 Y +5775 P ar / MATTITUGK, NEW YORK 11952 �E�B 8, +59ds °� ' %'yrINti¢� � �iiil +97 , F FARM5TAND, WINE MAKING & n��e w1 ¢syll0l 'I>ul'81u1 5 J,! ; j r p� � g +151, "'I AI ,a F�� WINE TASTING _ -. -- / ! 11 RELOGATEI r, ",y - - _ - -\ Q ...... W. HAR5E5 III 111�! :'(h iaG� " NEW APPWROVED (3Y �"' ' ,: .,. At Mattituck, Town of Southold, _�o EARTH ALK Suffolk Count w NeYorke PLANNING BOARD 1000 112 1 -t.6 a�$E •1 q t iiyi - 7 Oc Tax Ma GisxNct 1000 9.0NOR 120 Block I Lot 4 E m �3aza Sn .gr �.w4;,'-v TOWN OF SU °HOLD y p \\\ DATE �o7G WATER SUPPLY a=o \ +5]]] $ 5EWAGE D15P05AL PLAN ;8 AZ aR� p . \ �(7 �y A /+9 FEB. OI, 2018 +5647 \\ \� \ / "/ / 1 C JAN. 05, 2015 s< \ SEPT. 11, 2012 F< \\ \ (/ � '- - --b9,1• JULY O5, 2012 62i FaWgrq no \\\ -57.69 e°F JANN 50, 2012 HBO F a - 4 24 DEG, 16, 2010 g€h OGT. 12, 2010 Eeku MAY 12, 2010 zgw7 Mqy mer/ \\ I I MAP PREPARED JUL. 50 2008 � , 2007" tLrgn9�hSeaV t cysbes trust +w+/ ,\\\ I JOB 1"2010-0065m: DWG. 2005-OOOI_51tep1an 7 OF Q ❑= MOWl SET ■= MONUMENT FOUNO STAKE SET A,= STAKE FOUND Young do Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 \ Howard W. Young, Land Surveyor ��\ \ Thomas C. walpert, Professional Engineer Douglas E. Adams, Profesai.onal Engineer RoAert C. Text, Architect UPL#8 27 +s8 41 17 33 \` w \ \ \ \ „ x --------- -M,°° /' j / P +5°ee -lix,x o +�/ n�q� xox Unum.°u_ \ / / / y5" h/ + / / 59�� .., '`\ sic Ez ou -Is•x, Tr'°° 1p 114 ,° ,v,. v q \ Ln° 1 \ \ (D-x 1 \ C\ \ �\ \�� . \�\ \\ kk r".k,s, \ A aN 7. \\ x°. e \ 7 14 v y,e„ NY `l 7° l F3 ` m \\ +sa°e P,'Ile fsHFa +ice u .re 1 \ / 17 _— __ +r°. � S ' HFC \ v v ti, ea -,Kau -5) _ Y7 „ {s„° 2 -471 A\ ,xro+ fors �H"'"Po ,°a „z ° ° ENGINEER'S CERTIFICATION e m 7. 17 �"° / yv fid'= �y�SE po ` 7.1 +3x.x° / /' \/` / S' 01145`3 HOWARD W YOUNG, N.Y S. L.S. NO 45895'ry `lI&j ,/ THOMAS r. WOLPERT, N.Y.5. PE. NO. 61485" 2OF�Sc�\Q\� 1p5 i j �/ DOUGLA5 E. ADAMS, N.Y.5. PE. NO. 0089'1 pj �n1:,E r o ssSURVEYOR'5 CERTIFICATION d?J i5,x. / a$ a / B al�n eai✓4,1°t ' vs° + + pq ° 0 1z,u �B 711 C) +saw .. +y„, � . .n.re / r/ ♦s.°. ' / /' rry S, '�M 6 3< HOWARD W. YOUNG, N.Y.S L 5. NO. 45895 OWNER gsa a= P o. Box 1524 ,F = ` .�, / EDWARD W HARBES III e��� MATTITUGK, NEW YORK 119523 ' viae FARMSTAND, WINE MAKING 4 g WINE TASTING EDNARD W. HARBES III =4 $E N E k'eN -, APPROVED BY At Mottftuck, Town of Southold, 9g�e y _. { PLANNING BOARD Suffolk County, New York =o /// TOWN OF SOUTHOLD 000 112 7.6 M, County Tax Map oj°vN t 1000 S-fi.n 120 amok toe 4 H DATE a//a goo 041-1 E=XISTING CONDITIONS MAP a � a�sF go( 9 /�'�2 /� FEB. 01, 2015 �a"^ p� / JAN. 50, 2012 au Fs� DEO. I8, 2010 0�k 007. 12, 2010 e MAY 12, 2010 HE. JUN. 21, 2008 'sg, MAP PREPARED JUL. 50, 200"1 +ze u SCALE- I" = 50' JOB NO. 2010-0065 DWG. 2005-0007-slteplan 8 OF 9 0 = MONUMENT 5ET 0= MONUMENT FOUND 2s- STAKE SET A= STAKE FOUND Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. ]'oung, Land Surveyor Thomas C. Wulpert. Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tast, Architect I S _—T { IT s V 1 11 n x: I V�/1 N t% M�KI NG teooM - - -_ I i i U I L_C�(t ! ( -,'72 r=-L- 455:f, �L��► -.� E , '!: _ . _ W SNE. M�t�-� NG p.�f��r %f•I�" I � I , i l 1 I � f I I i] ENGINEER'S CERTIFICATION at uaee , acts v� U ,� 9q! 1 HOWARD K YOUNG, N.Y.S. L5. N0. 45093n < 1 J_,_' THOMAS G WOLPERT, N.Y.S. P.E. NO. 61403 ^(_ � DOUGLA5 £. ADAM5, N.Y.S. P.E NO. 00097 z �o l.V �`2`s asI � -- — m SURVEYOR'S CERTIFICATION aga90 23ai 'Y! a T @: o ca 3=�w I _ f• 1 � o '�c HOWARD W. YOUNG, N.Y.S. L5 NO. 45093 1. 45893 � e�ze e , e t _ N z,{ - .,. OWNER - �. WARD N. HARBES - P.O BOX 1524 MA -- nTUGK, NEW YORK 11952 � 3 g�0a d FARM5TAND, WINE MAKING 8 WINE TASTING •nu eed ED1Nf,.R1� W. Hr4RBE5 III J.et N APPROVED BY 8°m' wn At Mattituok, Toof Southold, m PLANNING BOARD Suffolk County, New Yorkeg a„gn TOWN OF SOUTHOLD a==' 1000 112 n '76 345 k DATE County Tax Map olso-mn 1000 section 120 em�N I we 4 Sea” FLOOR PLANS JL OJ /� �/ 7 w� / r FSB - 4 20113 FEB. 01, 2015 @�o JAN. 50, 2012 6@�a F DEG. I6, 2010 OGT. 12, 2010 '4s� MAP PREPARED MAY 12, 2010 6 SCALE: I" = 30' JOB NO. 2010-0063 q DW6. 2005-0007-51teplan 9 OF 9 C ❑= MONUMENT 5ET 0. MONUMENT FeUNO Z�l= STAKE 5ET A= STAKE FOUND