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HomeMy WebLinkAbout1000-50.-1-4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTINC STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE IOT TO BE USED TO ESTABUSH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEA.SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY To THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES FOR 400 Ostrander Avenue, Riverhead, New York IIcf01 ABANDONMENT OF SANITARY STRUCTURES HEALTH DEPARTMENT USE tel. 651.727.2505 fax. 631.'727.0144 N °" ' admin®youngenglneering.0 ABANDONMEN7IN-PLACE om EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE 0� om WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE 5TRUCTURE(S),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. Howard W. Young, Land Surveyor ABANDONMENT BY REMOVAL Thomas G. Wolpert, Professional Engineer 3 Douglas E. Adams, Professional Engineer EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL Daniel A. Weaver, Land Surveyor W � E SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE 5TRUCTURE(5), J) BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. SITE DATA ABANDONMENT OF SEWER PIPING %_ ., - THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF AREA 40,334 SQ. FT, ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER S ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. * DATUM =NGVD 1988 CERTIFICATION REQUIRED * DEPTH TO GROUNDWATER IN AREA OF LEACHING POOLS = 58 FT THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =4 IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT * MINIMUM REQUIRED I/A OWT5 CAPACITY =440 GAL ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER * PROVIDED I/A OWT5 CAPACITY =440 GAL DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BE CONTACTED. PROPOSED LOT COVERAGE * LEACHING SYSTEM REQUIRED =400 SF5WA / LEACHING SYSTEM PROVIDED =400 5F5WA ' BUILDABLE AREA = 21,8315F / ALLOWABLE LOT COVERAGE = 20% EARTHWORK VOLUMES � w �P HOUSE dI GARAGE = 2,437 SF J FRONT PORCH = 244 5F REAR DECK 3115E TOTAL VOLUME OF CUT =488 CY = * TOTAL VOLUME OF FILL =49 CY SCREEN PORCH = 181 SF Joh�°r fore * TOTAL EARTHWORK VOLUME =439 CY(CUT) Q Co �,/ TOTAL = 3,173 SF 4� oti cb /i // / / / r,D s, y , / / / / ; / / he//. ehlq dh� FAO br►� // 0 //o / / / , / i / i / rh9J COVERAGE 0 / /Si % 3,173 5F/21,8315F = 14.5% PROVIDE EROSION ENGINEERS CERTIFICATION CONTROL SILT onTur�4+ , FENCING I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL p ;/i r/ / < // i i i r=/ / / i LINE OF CLEARING. SY5TEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY c � ^'ti /. / rY ,/ I / / / / / / , r / , / / C(o/ l , / / GRADING 6 GROUND DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 D F TH'ESQIL, O ON b' , / / I I , / / , y, / / , / / / / / / CYj�Q / / / i' 6� ti DISTURBANCE APPROX LOG.7 ' / ' ' /N</�``' / ' /6 N 1a,253 SF) OF SANITARY `O SITE AND GROUNDWATER CONDITIONS,ALL FACILI ',A PR6PbStD'� SYSTEM CONFORM TO THE SUFFOLK COUNTY DEPARTMENT �IEALTH SERVICES. EXISTING WOOD y�? CONSTRUCTION STANDARDS IN EFFECT AS OF DATE. 4 ' DECK,ROCK WALL / / 64, / r / /zoro� / r ,/,/ t d POND TO BE ��< PROPOSED LOCATION DEMOLISHED 2 STORY FRAME HOUSE 1 ( r I .o � ����y� \ � dI GARAGE 4 BEDROOM @@ } o / / / / / , / i, / / / s rr r� .78 / GARAGE EL=60.50r�_ N / r ' // / , / _ r / r ,/ •,�\\ / BASEMENT EL=61.00 u 0 �u �w,Ap�P r•A r O ` \ k`y. .5' y. l (b r, .r'"a.✓ , r t I _.. FIRST FLOOR EL=71.00 v Q Cl / / �. ' / / r �/ r� I r HOWARD W.YOUNG,N.Y.S.L.5.NO.45893n \ / / / r r t / —� _1 r / r / // / ' / / / /1 / / / / / r ) r I r /o , r i / I � , y �� w t o / / / / / , �9,0 / , / / / + r + I 1 ,/</ •�, r+ t / /�J �-•-- ��� t �� u THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 � r l l \rof R ROPos / ( �� ooNc Q>oo, 0 1 DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 ......_...___.._.._. �/ o, w 4(8 ' W r/ //,\ Wq� PROPOSED 3 ,�� °CFj is ' SERVICE o , ' / °� '/ f',' . t ; r ,- 68�� �, , (� SURVEYORS CERTIFICATION-==-- ., so, �~ 1VEYW7 3� G*WE HEREBY CERTIFY TO 1 L B E N-A M I THAT> HISt 5UR A5 Mo EX.SANITARY SYSTEM TO BE ` + INI l x- a ���� PREPARED IN ACCORDANCE WITH THE CODE OF PRArCTICE FOR LAND 6URVEY 0 4Q �. �� `��� '�ovE l 6 q s r ADOPTED BY THE NEW YORK STATE ASSOCIATIO4 OF PROFESSI,'NAL(LAN1) o� ABANDONED IN ACCORDANCE /YFO d'f3._ 3( p4 0 0 ArRB (88L1;� SURVEYORS. " A c° WITH THE SCDHS STANDARDS < ",`R W m FOUNDATION TO �- S BE DEMOLISHED AloCK-ILL e� - raE/crs �� _ / ' r ' Cl. I /. �� ASPHALT 159' , � \ \ , "I\ -- �4 / 74.8' DRIVEWAY TO REMOVED \ ` o e . .o 0 HOWARD W.YOUNG,N L.S.NO. 893 o 3 � y 'DRovbs \ Gek'or f "� �'qC c ow / WAy „ a 0 6 DANiEL A.WEAVER,N.Y.S.L.S.No.5077i °r9e�rmer/ � P 'rs �\\\ �\ .,. oy, / `�•,•�� 0 � OQ `� a hg� ooa �p��JPROP SURVEY FOR \\ ry P`� '� 1q,Ro�s�o CFo 6,�, , Rso•FFN� I� ` H W 0 �2 /F)NtNG�Y "rNR rw GIL BEN-AMI /n9J � I F4 r E APPROX.LOG. at Southold, Town of Southold ' 4 \ OF SANITARY TEST HOLE NOTES SYSTEM I Roo Suffolk County, New York to BY McDONAL GEOSCIENCE N DATE:03/09/18 1. THE OWT5 SHALL BE MODEL AN400 MANUFACTURED BY \HYDRO-ACTION. 6VILDING PERMIT SURVEY N EL=59.8 0.0' \ ` ' DARK BROWN LOAM 2, THE DE516N ENGINEER, HYDRO-ACTION REPRESENTATIVE, .\ (o) AND 5GDH5 REPRE5ENTATIVE5 SHALL OB5ER\/E THE \ \ W 2 County Tax Map District 1000 Section 50 Block 01 Lot 4 o p.g INSTALLATION OF THE OWT5 AND LEACHING SYSTEM. / \ o APPRO\/AL FROM ALL THREE PRIOR TO BACKFILL. / 0 FIELD SURVEY COMPLETED MAY 10,2022 a BROWN CLAY ` °� Q �N Q MAP PREPARED MAY 11,2022 (CH) 5. THE 5Y5TEM 5TART UP WILL BE COMPLETED UNDER THE e.o' DIRECT SUPER�/ISION OF A HYDRO-ACTION REPRESENTATIVE. / /n9J \. 2 ~ q� Record of Revisions BROWN CLAYEY REVISION DATE SAND WITH 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT for GLAYERSN BETWEEN THE MAINTENANCE PRO\/IDER AND PROPERTY OWNER / Geor mer/ O / ADDED BUILDING PERMIT DATA JUNE 27 2022 9e y j 0 AMEND BUILDING PERMIT DATA MAY 04,2023 (S� MU5T BE SUBMITTED TO THE 5UFFOLK COUNTY DEPARTMENT OF 19/ EL=2.8 57.0' , eir APPQ O � SPOT ELEVATIONS do PIER LINE MAY 02,2024 WATER IN OWTSTRE6 5TRAT ON BY THE 5O H5 OF THE W TH/A ' qs 'Nir o0of ADDED BUILDING PERMIT DATA OCT.31,2024 S BROWN CLAYEY sy MULTIPLE DEC.11,2024 SAND WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY GORE. 0 y, 2025 F4 I ,$ _.I..'-t J �,. MULTIPLE MAY 30,2025 GRAVEL t '' ' 70.0 5. ARCHITECT TO \/ERIFY FINISHED FLOOR ELE�/ATION(S). ! !.> WATER IN 4 i a BROWN FINE yt i 1•i1pS I I' o TO COARSE . l.R �Y 2 8 - m SAND 2Q25 40 0 20 40 80 120 °• 4O SCQIe; 11�HIGHEST EXPECTED � = - : '_ Y GWEL=2.8 _?Y(1S?6CS JOB NO.2022-0084 b _ DWG. 2016_0003_2022_0084_bpr5 10 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATIONINDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEESOF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1101 tel. 631.727.2303 fax. 631.'72"1.0144 admin®youngengineering.com SWEET AIR VENT GAP MF6 BY TUF-TITE (3' MIN FROM ANY DOOR OR WINDOW) 9' 8' - 20' owt� 4 PVC 2 STORY 411 PVG a RISERS 8 COVER5 I.00Y MIN. PRECAST Howard W. Young, Land Surveyor FRAME HOUSE 2.00% MIN. WITH SAFETY LIDS TOP SLAB Thomas G. Wolpert, Professional Engineer 6 BEDROOM H Douglas E. Adams, Professional Engineer MF6 BY TUF-TITS OR OR DOME FFEL=6I.0 APPROVED EQUAL Daniel A. Weaver, Land Surveyor RIM=60.0 EL=60.0 1 GONG. COVER HEALTH DEPARTMENT USE IE=56.68 '" 1 LIQUID LEVEL IE=56.50 IE=56.40 IE=56.00 — PROVIDE GLEAN OUT AT 13'MIN.COLLAR(SEE NOTE 7) .o I EL=55.0 FACE OF BUILDING I :EZ I� X IN N 12 In I— N 5AN I TAR'( NOTES I.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK J 1 3'MIN,COLLAR COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENT5. 440 6AL. CAPACITY I/A OWT5 (SEE NOTE 7) 2.ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND MDL. AN400 MF6. BY HYDRO-ACTION 01 COVER CAMPBELL FOUNDRY PAT.k 100-TO OR APPROVED EQUAL. SEE DETAIL FOR OWT5 5.ALL STRUCTURE5 TO BE PRECAST CONCRETE 4000 P51. COMPONENTS 1 4,ALL PRECAST CONCRETE SLA55 8 PRECAST CONCRETE 1 BOT=40.00 COVERS SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. 5.BOTTOM OF LEAGHIN6 POOLS SHALL BE PLACED A MINIMUM I B' OF 5 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. 3'MIN 1 SANITARY LEAGHIN6 POOL SEE NOTE 5 6.THE MAXIMUM D15TANCE FROM FIN15HED 6RADE TO TOP OF 1 6'STRATA OF SLAB SHALL BE 2.5 FEET. 40O SFSWA I SAND d GRAVEL HIGHEST EXPECTED 7.LEAGHIN6 POOL5 SHALL HAVE A MINIMUM 5 FOOT COLLAR GROUND WATER I (SP OR SW SOILS) OF CLEAN SAND. 1 SEE NOTE 8 - 8.EXCAVATION FOR LEAGHIN6 POOLS MUST PENETRATE A MINI BEMUM OF b FEET INTO A VIRGINn A STRATA OF 5AND f GRAVEL BELOW THE BOTTOM OF THE PROPOSED LEAGHIN6 POOLS. — — J I 113Y i ( 1% ul tl V' -- HYDRAULIC, PROFILE L— — — — — — — — — — — — SCALE: NTS I I,� �!AY 2 g 2025 k y ' _ 1 N � METER �! 91-10° INGOMIN6 SERVICE 0 ENGINEER'S CERTIFICATION N "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL co DEDICATED SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR�DER.MY of 20 AMP DIRECTION.BASED UPON A CAREFUL AND THOROUGH T�J�Y OIL, CIRCUIT BREAKER SITE AND GROUNDWATER CONDITIONS,ALL FACILP,?AS"PROP65ED� BREAKER CONFORM TO THE SUFFOLK COUNTY DEPARTMENTpr,141Ei LTH°SERVICES rj PANEL CONSTRUCTION STANDARDS IN EFFECT AS OF THIS D'ATE.11 `"' r' `�'"'•,Y.y 01 120V, 10 ER'', REMOTE PLC, HYDRO-ACTION HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n — CONTROL OWTS THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 0 GROUND PANEL DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ELEOTRIOAL ONE—LINE DIAC7RAM SURVEY FOR SCALE: NTS GIL BEN-AMI at Southold, Town of Southold B REMOTE PLO CONTROL INSULATED WEATHER Suffolk County, New York I PANEL WITH HPS RF-515TANT ENCLOSURE COMPRESSOR BUILDING PERMIT SURVEY N A - o 1t M -.0 LO LO County Tax Mop District 1000 Section 50 Block OZ Lot o D ONGRETE PAD FIELD SURVEY COMPLETED MAY 10,2022 MAP PREPARED MAY 11,2022 ADMI o_ ® Record of Revisions REVISION DATE 111 f ADDED BUILDING PERMIT DATA JUNE 04,2022 3'-4 2 FJ'-OI7 FIN. GRADE Q a �" a AMEND BUILDING PERMIT DATA MAY 04,2023 a SPOT ELEVATIONS&PIER LINE MAY 02,2024 m A TANK, PRE/PUMP 400 4 4 ® © Q ADDED BUILDING PERMIT DATA OCT.31.2024 a 8 KIT, SNG 2 TANK CONNECTING STANDARD MULTIPLE DEC.11.2024 ® MULTIPLE JAN, 30,2025 ASSEMBLY, RE—CIRCULATION 245 COMPLETE C ® ® D AN400 W, PLATFORM COMPLETE WALLS MAY 28,2025 ® ® © AIR LINE TO� ELECTRIC SUPPLY LINE W + 0 TREATMENT UNIT TO TREATMENT UNIT ction 'I'grcen from the ground up � Scale: as shown AN400 245 N I TROCGr=N RrEDUOT I ON SYSTEM CONTROL PANEL It BLOWER SCALE: NTS 50ALE: NT5 JOB 2022-0084 DWG.. 2016_0003_2022_0084_bpr5 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOl TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CEFTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS GUARD RAIL AS PER NEW YORK 400 Ostrander Avenue, Riverhead, New York 11401 STATE BUILDING CODE to I. 631.727.2303 fax. 651.727.0144 (STYLE AS SELECTED BY OWNER) N odmin®youngengineering.com 12 dl Howard W. Young, Land Surveyor m _ CONCRETE RETAINING WALL FIN.L. P L. Thomas 0. Wolpert, Professional Engineer c w o D " Douglas E. Adams, Professional Engineer 5- _�2'-2" 3'-3" #4 018' #4 018" 4—#4 #4 018" #4 012" �• •� Daniel A. Weaver, Land Surveyor e . J 6' 2'-5" 3'-9" #4 ® 18" #4 ® 18" 4—#4 #4 ® 18" #4 ® 12" 7' 2'-6" 4'-2" #4 ® 14" #4 ® 14" 4—#4 #4 O 14" #4 012" MIN. };:� A ` WEEP HOLE •' 10'-0"O.C. 8' 2'-8" 4'-8" #4 0 14" #4 ® 14" 4—#4 #4 ® 14" #5 ® 12- "0"-MAX.8=18" 9' 3'-2" 5-2" #4 ® 11" #4 ® 11"1 5—#4 #4 ® 11" #5 ® 12" "" . ,_ N - , FIN.6R. 10' 3'-7" 5'-9" #5 ® 12" #4 ® 12" 5-#4 #5 ® 12" #5 ® 12" L FILTER FABRIC BANK RUN ` r firr NOTE: FINISHED SURFACE OF RETAINING WALLS D N MAY BE CONCRETE FORMLINER PATTERN OR MASONRY VENEER, P a c}r, LB PROVIDE EROSION L& T CONTROL SILT : ' S FENCING LINE OF CLEARING. TYFICAL REINFORCED CONCRETE RETAINING YVALL --_ _- T...M GRADING & GROUND NTS DISTURBANCE N � (14,253 SF) I It o z P 2025 ,v ti i �� i� ��° EXISTING WOOD / / ,c,� / w / / / — / / DECK, ROCK WALL HSE ti 0 0� �, / / / �� / e- PROPOSED LOCATION /� / / / / / / / / & POND TO BE ,/ / A�// // / / / �, o ���, 10�- DEMOLISHED T;) / 2 STORY FRAME HOUSE ,' / •01 ������ 74 e�b o° /�� & GARAGE (4 BEDROOM) GARAGE EL = 60.50 H SE ENGINEER'S CERTIFICATION 59. { / % - - Qti BASEMENT EL=61.00 J / FIRST FLOOR EL=71.00 01 __ n 1 JIIt * � Q� RFFN ��G�' `�4 ':�• -- LA`, ��I.�`+ 01 j�l RF s / I I , I, + / T o, yL Tql� Fo I 8.8 �'�<< . T / I '6 T 6 + �,,� , 1 I 1 0 / / I I I f 61 .3 / - �`�} i / ( HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n M / I �~ -- FFL ` AJ \ `�_ i 6 1 '`V THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 / f ' \ + .._. 68 / + + / T v DOUGLAS E.ADAMS,N.Y.S.P.E.NO. t / - i I 6 1 / 6 6.2+/ �6 .4 ,... o 58.1 r 6 6.7 ,� 6 o cv 0 1 6� \ +J o / rR 3 0�j \ S` \ 3Q1 A. OA,S�1"' / 30"DIA. SURVEY FOR \ I\ \ \\ +6 5 7- \ /j �o/ A(/'q S� TREE _ I _ ��'��Fj � J- m GIL BEN-AMI 118' �` � °i 60. S \ .�+ 57.1 E `'•-. L�, , 6 \ \ J + at Southold Town of Southold FOUNDATION TOoR�y Ig r: Suffolk County, New York BE DEMOLISHED s� �` + RF<<r _ , 6�- / T,657.5 R5 s0.3 2� e: j f8 OcK Q� _ �••. + \ `6 �/ x ,6 /o TREES TO BUILDING PERMIT SURVEY 8 ASPHALT 159 �A<< \ \�`�� l 7 3 2 56.1 ?` REMAIN DRIVEWAY TO BE DECK H SE \ 66;3_ / 4.8 30,1 + D County TNy(Map District 1000 Section 50 ei0ok 01 got 4 �, / TREE FIELD SURVEY COMPLETED MAY 10,2022 eL REMOVED O rl MAP PREPARED APR.19,2023 mob• \ qC . `�``� / � 57. - I�' Record of Revisions ,60 6 j I O REVISION DATE 1 S 5\ ` AMEND BUILDING PERMIT DATA- MAY 04,2023 �. \ O SPOT ELEVATIONS&PIER LINE MAY 02 2024 Q� e,166 5 \r`�8 7 �. ` h '/ ADDED BUILDING PERMIT DATA OCT 31 2024 �D MULTIPLE DEC,11 2024 OQ J� �6 8-60 ,S 1 MULTIPLE ___ TAN.30.2025 AO�o pROP F �� \ Q WALLS MAY 28 2025 ��, R0p0 l�S�F?SF�R CTRlC \ , / I F� Fl FT�CR I I 20 0 10 20 40 60 CFj NG� NG I� � � Scale: 1" = 20' / JOB NO.2022-0084 DWG.2016_0003_2022_0084_bpr5 3 OF 3 I �r L J � F Al r� 1LUj.11-all IL 0 �r a _ e Ir 'H0 _'"' 1197 1- 800 HYATrm'" ROA sou 9 9 9 1 Proj ect Directory : Index of Drawings : Vicinity Map : 0 N. T. S. BRIAN SHORE , ARCHITECT - Sheet No. 1800 Hl'4TT ' ROAD - A r c h i t e c t 1 of 11 Cover Sheet ' 90 Forest Avenue 2 of 11 ZoningData ,Yt�. � r � � � ���' Je � York, 11 60 }-#� t 1� ��i tit � � i' �:� Locust Valley, NewYo 5 3 of 11 Average Grade / Grade Plane / Story Above Grade Plane Calculations 516.671.7230 Tel. 4 of 11 Lower Level Plan Z�1'111 -r bshore o tonline.net ;;"° p '��' "� ;.,, IT IS A VIOLATION OF LAW S of 11 First Floor Plan r FOR ANY PERSON, UNLESS ACTING UNDER THE 6 of 11 Second Floor Plan DIRECTION OF THE TOWN OF SOUTHOLD t� ,� ARCHITECT, TO ALTER THIS Town Hall 7 of 11 Roof Plan Horton Neck °��� DOCUMENT. ', caren Karp 53095 Main Road Box 1179 S of 11 East Elevation tFPa rtlr� THESE PLANS ARE AN INSTRUMENT OF SERVICE Southold, New York, 11971 AND ARE THE PROPERTY OF 9 of 11 South Elevation THE ARCHITECT, Building Department 10 of 11 West Elevation INFRINGEMENTS WILL BE .wi PROSECUTED. 631. 765. 1802 Tel. 11 of 11 North Elevation :` " CONTRACTORS SHALL VERIFY southoldtown.northfork.net x ALL CONDITIONS AND ' - MEASUREMENTS IN THE FIELD f AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES YOUNG & YOUNG SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR Land Surveyors ANY ERROR OR NEGLECT ON 400 Ostrander Avenue HIS PART. Riverhead, New Yor , 11901 SCALE Buye~ Conne"tcorl N.T.S. M r f: Realty Corp _;, F 1, 1�-1 DRAWN BY JET Thomas Wolpert 31. 727. 2305 Tel. 4 aw DATE 2� OCT 2� 6 oungengineering.com 1 GY h, ? t':�'S REV. m3 JAN 25 admin ° _,..-_.-._j REV. 2S JAN 25 9 t,t Sooitso�ld;awn Balk;of Tr;�tcf_ REV. REV. JOB NUMBER JIM Q�® n , 41 ti 0 F ©2025 Brian Shore,Architect Zoning Information Summary: PROJECT DESCRIPTION : New Two Story Single Family Dwelling With Basement Not Considered a 'STORY ABOVE GRADE' 0 PROJECT ADDRESS : 1800 Hyatt Road Southold, NY 11971 PARCEL TAX ID # : District : 1000 Section ; 50 Block : 01 Lot : 4 F (P RESIDENTIAL ZONE : R - 40 o STANDARD ALLOWED PRIOR APPROVAL 1' PROPOSED 2- COMPLIANCE ? Q 1 LOT SIZE Gross 40, 000 sf 40, 344 sf 40, 344 sf COMPLIES Buildable Land 24, 320 sf 3• 21, 838 sf 4. 3: 0 73 2 LOT WIDTH 150' +- 101' +- 101' EXISTING NON-CONFORMING 3 LOT DEPTH 175' +- 404' +- 404' COMPLIES Q 4 FRONT YARD SETBACK ( EAST ) 50, 52. 3' 74. 6' COMPLIES 5 SIDE YARD SETBACK ( NORTH ) 15' 15. 0' 19. 3' COMPLIES t— 6 SIDE YARD SETBACK ( SOUTH ) 15' 22. 2' 16. 0' COMPLIES 7 AGGREGATE SIDE YARD 35' 37. 2' 35. 3' COMPLIES : 8 REAR YARD SETBACK ( WEST) 50, 88. 6- 5• 76. 6'6- COMPLIES 9 MAXIMUM HEIGHT 35' 27. 2' 7• 34. 8'8. COMPLIES Principal Building - Pitched Roof 10 MAXIMUM NUMBER OF STORIES 2-1/2 Stories 2 Stories 2 Stories COMPLIES ,r Principal Building L 1 11 MAXIMUM LOT COVERAGE _____________ ( 20. 0% ) ( 14. 7 % ) ( 20. 0% ) ( 14. 5% COMPLIES 4, 864 sf 3, 580 sf 4, 368 sf 3, 174 sf ALLOWED ALLOWED First Floor Habitable 1, 889 sf 1, 714 sf Garage 616 sf 683 sf , • Roof Over East Entry Porch 355 sf 244 sf Screened in Porch 0 sf 181 sf West Balcony / Deck 646 sf 311 sf Second Floor Bay Window 0 sf 41 sf ' South Balcony / Deck 58 sf 0 sf Outdoor Shower 16 sf 0 sf t Total 3, 580 sf 3, 174 sf IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 12 MAXIMUM GROSS FLOOR AREA ----------- 4, 010 sf 3, 534 SF 3, 752 sf VARIANCE REQUIRED ACTING UNDER THE ALLOWED 218 SF OVER ALLOWED DIRECTION OF THE 6. 2 % INCREASE REQUESTED ARCHITECT, TO ALTER THIS DOCUMENT. First Floor 1, 889 sf 1, 714 sf Second Floor 1, 493 sf 1, 813 sf THESE PLANS ARE AN INSTRUMENT OF SERVICE Attached Garage 616 sf O sf AND ARE THE PROPERTY OF Greater than 15' Ceiling Ht. 12 sf 44 sf THE ARCHITECT, INFRINGEMENTS WILL BE Screened in Porch 0 sf 181 sf PROSECUTED. CONTRACTORS SHALL VERIFY Total 4, 010 sf 3, 752 sf ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE 1N BEHALF 10 OF THE CONTRACTOR FOR 13 SKYPLANE ANY ERROR OR NEGLECT ON HIS PART. Front 45 Degree Angle starting 10' above COMPLIES SCALE N.T.S. Side natural existing grade at property line COMPLIES DRAWN BY JET Rear COMPLIES DATE 24 OCT 24 NOTES REV. 03 JAN 25 REV. 29 JAN 25 1. INFORMATION / DATA PROVIDED AS PER PREVIOUS ZONING ORDINANCE REV. 2. INFORMATION / DATA PROVIDED AS PER NEW ZONING ORDINANCE, ADOPTED AUTUMN 2022 REV. 3. BUILDABLE LAND ' LOT AREA ' DOES NOT INCLUDE LAND SEAWARD OF TOP OF BLUFF IN PREVIOUS ZONING ORDINANCE 1 F �` JOB NUMBER 4. BUILDABLE LAND ' LOT AREA ' DOES NOT INCLUDE LAND SEAWARD OF COASTAL EROSION HAZARD AREA LINE IN NEW ZONING ORDINANCEjj 5. REAR YARD MEASURED TO TOP OF BLUFF IN PREVIOUS ZONING ORDINANCE `{ 4p� 6. REAR YARD MEASURED TO COASTAL EROSION AREA HAZARD LINE IN NEW ZONING ORDINANCE 7. MEASURED FROM AVERAGE FINISHED GRADE AT PERIMETER OF BUILDING 8. MEASURED FROM AVERAGE EXISTING NATURAL GRADE AT PERIMETER OF BUILDING _ (1p 0 F 4 9. GROSS FLOOR AREA UNRESTRICED UNDER PREVIOUS ZONING ORDINANCE. AREA SHOWN IS FOR COMPARATIVE PURPOSES 10. SKYPLANE WAS NOT A RESTRICTION UNDER PREVIOUS ZONING ORDINANCE. 02025 Brian Share,Architect E.L. PG EL. PG EL. PG X10. 5, X10. 51 X10. 5, EL, P EL. P EL. P EL. p 10. 5 10. 5 10. 5 (0(0. 1 EL. X EL. X EL. E EL. E RETAINING WALL (0 (o,5. 3 52. V mmm(06. 1 EL. PG • _j GRILLE L�j 0 (01-011 MECHANICAL Ip Ip ELEVATOR (P L j MUSIC w ® � O L L EL. i (ol. O' NAVI) IW8 Ip I _j I-011 Lu RETAINING WALL z ! ® f1 EL. P 10 (0(0. 1 3: EL(05.5 EL 63.0 1— In EL. E EL. PG F_ 1 864. 5 X66. 1 ® EL.68.0 _j In EL. PG . . . EL. P6 (00. 5 (05. 0 Ip EL. E UP"6' .7 RETAINING WALL EL. E I k 11/211 R, In S. I (0 ( 62. 6 (0a. I IL L- .j 3: i �, i ! Z:;) F-TMf;;ZT*-1 IN, lNC4 EXISTINC4 fi =_- NATURAL. C;Ro4r.,>F. F- Lf=- VATION it XTERMINE EXISTING AVERAGE NATURAL GRADE ELEVATION GUEST MUD j ELEVATION POINTS USED TO L < 68. 8 + 68. 3 + bb. I + bb. 1 + 64. 5 + 62. 6 + oO. 3 4 59. 6 + 60. 3 +60. 4 +60.5 + (ol. 3 +68. 1 + Uo. 2 = 893 114 = 63. 19 !j EXISTING AVERAGE NATURAL GRADE ELEVATION 15 : 63. 191 IV THIS ELEVATION WILL BE USED IN DeTEF411NIMG BUILDING HEIGHT AND SKYpLANE L # EL. E i 60. 3 EL. PG C4RAIDIE f=LANI=' fELF-N*##"ATlC)N EL. t 60. SNAVD IW8 ID� 60. 3 ET DEFINITIONS TAKEN DIRECTLY FROM 2020 RCAY.S. EL. E LID K_::� :7 1 14 GRAPE PLAN (01. 3 -7----1 REI EL. PG I 'A REFERENCE PLANE REPRESENTING THE AVERAGE OF THE FINISHED GROUND LEVEL ADJOINING THE BUILDING AT 60 ALL EXTERIOR WALLS. U4WHENTTHEFINI%E[) GROUND LEVEL SLOPES AWAY FROM THE EXTERIOR WALLS,TTHE. !� I i REFERENCE PLANE SHALL BE ESTABLISHED BY THE LOWEST POINTS WITHIN THE AREA BETWEEN THE BUILDING AND TIE LOT LINE OR,WHERE THE LOT LINE 15 MORE THAN (o FEET FROM THE BUILDING BETWEEN THE STRUCTURE AND A POINT (o MET FROM THE BUILDING.' !I liL ELEVATION POINTS USED TO DETERMINE GRADE PLANE IT IS A VIOLATION OF LAW !I I �! 10. 5 4 10. 5 4 10. 5 + (565. 1 + bb. 1 4 68. 0 + 60. 3 4 66. 3 4 (56. 3 + (56. 3 4 60. 5 (00. 5 + (00. 5 + (00. 5 a IBI2. 914 (05. 21 FOR ANY PERSON, UNLESS T. 6_151 E3-" ACTING UNDER THE DIRECTION OF THE .. GRAPE PLANE ELEVATION IS : 65, 21' ARCHITECT, TO ALTER THIS .RETAINING WALL. DOCUMENT. T.W. (o(o. 5 EL. E EL E EL. E THESE PLANS ARE AN 51 (00. 0' INSTRUMENT OF SERVICE IL (o 0. 4 60. 3 Z�) ETEFR" ININC; IF LC�WIHFR Lf=- \/l=- L 16 A AND ARE THE PROPERTY OF cl� EL. PG EL. PG EL. PG THE ARCHITECT, ElLn INFRINGEMENTS WILL BE 66. 3 66. 3 PROSECUTED. (0(0. 3 CON RAC ORS SHALL VERI ALL EL E -------- DEFINITION5 TAKEN PIPRECTLY FROM 2020 RCAY.5. ALL CONDITIONS AND T.W. (o(o. V / E31 60. MEASUREMENTS IN THE FIELD (00, 5 AND BE RESPONSIBLE FOR EWILPM FIELD FIT AND QUANTITY OF EL. PG 'ANY ONE- OR rX -FAMILY DWELLING OR PORTION THEnOF,INCLUDIM-s TOU44OUSES,USED OR MDED To WORK NO ALLOWANCES 60. 5 BE USED FOR HUMAN HABITATION,FOR LIVING,SLEEPING,COOKING OR EATING PURPOSES,OR ANY SHALL BE MADE IN BEHALF COMBINATION THEREOF,OR MY ACCESSORY STRUCTURE.' OF THE CONTRACTOR FOR L E CR;E N ANY 6101RY ABOVE GRADE FL H IS ER PART.RO R OR NEGLECT ON 'ANY S� � DAEOONlMY�5OF RY W3 ITS ISWDE , 11EL. E EXISTIMs NATUFZ4L CARADE OR N 4ICH FINISHSLIWA OF T FLOORABOVE 1THE FOLLOWING SCALE 1/411= 00. 0 1. MORE THAN (b FEET ABOVE GRADE PLANE DRAWN BY Jr=T EL. P PROPOSED PHIS14 GRADE ELEVATION OF FLOOR NEXT ABOVE LOWER LEVEL 15 11.Ol DATE 24 OCT 24 00. 0 ESTABLISHED GRADE FL4NE 15 ELEVATION 65.21' L C)WE f;;;Z L M \voeE L f=L AN FLOOR NEXT ABOVE LOUJER LEVEL 15 5.19 FEET ABOVE GRADE PLANE WRIN 15 LESS THAN 6PET REV. 03 J,4N 25 EL. PG PROPOSED FINISH GRADE USED 2. MORE THAN&FEET A130A THE FNISHED GROUND LEVEL FOR MORE THAN 50 PERCENT OF THE TOTAL BUILDING PERNETER. r REV. 29 J,4N 25 00. 0 TO CALCULATE GRADE PLANE TOTAL BUILDING PERIMETER LENGTH 16 210 FEET ; FREV. BUILDING PERIMETER WALL LENGTHS THAT AM LESS THAN 6 FEET ABOVE FINISHED GROUND LEVEL- ------ OUTLINE OF BUILDING PERIMETER 52.8 4 30.0 4 8.0 4 40,8 4 5.5 = 146.1 FEET REV. 151.111-DIM3 PERIMETER WALL LENGTH THAT 16 MORE THAN 6 FEET ABOVE FINISHED GROUND LEVEL - 123.13 FEET JOB NUMBER LENGTH OF BUILDING PERIMETER WERE 46% OF TOTAL BUILDINGFERMTER 16 MORE THAN 6 FEET ABOVE FINISHED GROUND LEVEL U34IC44 15 LESS THAN 50% SOUl","!t 70-wn LL",11 ltllfle� FLOOR NEXT ABOVE LOWER LEVEL 15 3.-MORE THAN 12 FEET ABOVE T14E FINISHED GROLND LEVEL AT MY POINT 11 11_lmll f,(I_� n LESS THAN rp FEET ABOVE FINISHED GRADE m AT NO POW ALONG BUILDING PERIMETER 16 THE FLOOR NEXT ABOVE THE LOWER LEVEL MORE THAN 12 FEET ABOVE THE FINISHED GROUND. PROPOSED KTANING WALL LOWER LEVEL 15 NOT A STORY ABOVE GRADE PLAN 0 F (D 2025 Brian Shore,Architect 4. a .. r ................................................ ....... ....... y. 7777777 141 i ti. J RETAINING WALL GRILLE W. ,ICE , 1"ECNANICAL 1 •. a I I � MEVATOR :s L 1 O �- z MUSIC RM. i-_jI I O . t bl.0'NAVp 1988 ',•,• �"' I � FT I I I I I I I I I f w R '': I •, C ST MU 1 z-& =;ti:: ;�ARHIu EST --BATH 0LIH I • G 1 AN t 60.$'NAVp 1988 _ _ ©_ _ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE I + DIRECTION OF THE I I II II II it I II II II :.. ARCHITECT, TO ALTER THIS I I II II II II II DOCUMENT. I 1 ( I I I I I 1 I :: ,•, �� THESE PLANS ARE AN i t 11 I I I ( INSTRUMENT OF SERVICE I I II � II II II II II II II II II II I II • I ; a AND ARE THE PROPERTY OF 11 I I I I I I I 1 11 THE ARCHITECT, 4: INFRINGEMENTS WILL BE • � •.: �A .�. •i• L ;v• :•��• ••-a •a • {• .. PROSECUTED. - P�t. :. E . -..• T FF i F y F • 4. '•,�; I I I I I I I I I !! I I I 1 7 ".-� •• CONTRACTORS SHALL VERIFY GOLUMNS / OPEN TRELLIS ON RETAINING WALL + ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES ' - f -'"- ...�:: i• .•• ,.••a : '• - i s. r4 : ••a • e j,,• ! ..y. ra �� .•fY . "''i'" •} •••• 'aJ -.t•. 4. ,� ..�a ;�.,•• — _ SHALL BE MADE IN BEHALF '� �.s.. `-�' 'i. •r .•'• 'i- i;RETAINING WALL•'' w• •. -Y' •�' ,; ,y '� _ ' ' •,.• '••':w' •;RETAINING WALL ; •: OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=1'-m" DRAWN BY JF-T DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 J,4N 25 REV. REV. JOB NUMBER LOw =R L =\/EL fLAu I ,� II�,ti L AfIN 0 F F !� 0 2025 Brian Shore,Architect i52'-10u Q! ------- - ------- ----- GASF1 Rom: ! t- (P I , MXVATOR O ! I � � ILIVING ! ; z o / I p -73 ! I � ! EL.111.0'NAVD IeW I FOYER Ipogrico }- ' I EL)110,5'NAYD Igss 3: pN f16) I L110 06) L sly,"RI % F GAS t —— — — — — — —— � ! I I I II µN" e•.�' r FW t, / BREAKFAST KITCHEN DINING I I 40 I I --- --- - -------- ------ ---- - --� I v IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. I THESE PLANS ARE AN wL — I I INSTRUMENT OF SERVICE POR I I AND ARE THE PROPERTY OF THE ARCHITECT, L - --- - - - - -- - - - - - - - - - - - - - - -- - - -- - - - --J INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=1'-m" DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 J,4N 25 REV. REV. -- JOB NUMBER i66'-10" �-` F{.--.': For /•' t _1 -10 Jim dp in Scv ttt;c`!Tc,^n0 F/ / ®2025 Brian Shore,Architect J r 77-1 LR.. O BEDROOM 01 - 2,41 G'MWs LEELEVATM II E:l I I F-1 o II O E 181.O'NAVO IW LIBRARY Lj I i I I iX� I � I — �� I I � � EO: eF I � � I ix I � {f BEDROOM +' 2 _ DEDROOM +' 3 ��CH� EST t *7 ' A f 45 T14 2 TFF El _ _ - IT IS A VIOLATION OF LAW f� aLl FOR ANY PERSON, UNLESS tTI ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR.OR NEGLECT ON HIS PART. SCALE 1/'411=11-011 DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 J,4N 25 REV. REV. JOB NUMBER In . Mv IgTl4# ��f �cuttic�9.3 tir1,1 0 FI P:i-d of T!:ICt^PS ®2025 Brian Shore,Architect r --- --- -------- - ----� F----- - --- ---- - ------� --� ri I I LJ ( �I I (P IL 12 PItCN P o O �� D 0}— 9-1 I I Z I IL3=z I . n ` I —1 V$31a �N n L--- r I � j. =Z I � I r ua I 0 I I LJ � �Z CL L I i cfJ L--- i I I I I a I 1 I 12 12 I 1 A �IE �PItCH PIt�CN I I t pOWN- pO�Wt 7 I � N�Z � • � • � I I I I I I I � L-- - - �— ----- ------- - -- - - ---- --- ------- ------- -� cA IT IS A VIOLATION OF LAW u FOR ANY PERSON, UNLESS II I ACTING UNDER THE II ( Q I a i DIRECTION OF THE ARCHITECT, TO ALTER THIS - - --- --- - -� - - - - - - - - - - - - - - - -IJ I DOCUMENT. THESE� 1 1 I PLANS ARE AN INSTRUMENT OF SERVICE I 1 I AND ARE THE PROPERTY OF THE ARCHITECT, 1 I I INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY $ $ I I 1 ALL CONDITIONS AND 12 12 1 L — — — — — — — — — — — — — — — — — — — — — — — — — — J MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOFIELD FIT AND R p O W NW N p—O W N� I WORK NO ALLOWANCES OF I SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 1-- - - - -- - I - - - - - - -J SCALE 1/411=1' DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 JAN 25 REV. REV. JOB NUMBER r` ti to s F 0 F� . Sf?ii!1G�G iJIN(1 ©2025 Brian Shore,Architect f—' Y 0 lu MAXIMUM BUILDING HEIGHT z / Q \ AZEK RECESSED PANELS AM TRIM Ir / CORBELS / \ FIBEMLASS ROOF SHN3LPS ALUM.GUTTER AND LEADER O n, SECOND FLOOR PLATE / iL / A�C FASCIA,SOFFIT AND TRIM HLI // ❑ ❑ F�lnn RTI CI=w CbAMOARD SIDIN63 uuu LIF] QM / \, SECOND FLOOR SUMOOR �..3(�tlm'-m"�--------------------- ----------------------- — — - - - ----------------- n IT FF ca PERMACAST COLI,1"NS \ I i i ❑ I .� ❑ ❑ ❑ I C" I jLj �.r 13.TV NAVD IW I I �'.'.=.:= _—— — ———— ; - ALUM.RAILIWG EL.t 13.19 NAVD Iwa - BLUESTONE PORCH Alk-1=1RST FLOOR SUBFLooR I � � - -- --------------------------- I ------� - ---- ------------------- EL. t 11.,a'NAVD 1988 1 - NATURAL THIN STONE VVER I x 0 J - - - - - - --- - -- - -- -- - - - _ - -- - - -- - - - - - - _ U P5' - . --�- _ - � y-. BL. E5TONE f'LATFORhIS/STEM I z GRADE PLANE ELEVATION = i = - _ - V7 I EL..t 65.21'NAVp 1988 - t- - - I - - - ! - _ - - GRADE PLANE ELEVATION I I AVERAGE EXISTING NATURAL GRADE - dNv/N Ed - _ EL. t 65.11'NAVp 1988 _ _ AVERAGE EXISTING NATURAL GRADE IT IS A VIOLATION OF LAW I EL t 63 19' NAVE) 1988 EL. t 63.lc3'NAVE) W 1 FOR ANY PERSON, UNLESS ACTING UNDER THE _a DIRECTION OF THE �R_ � �------ -------------------------- - - - - - = _ ------------------------------------------------------ ARCHITECT, TO ALTER THIS - DOCUMENT. EL, i 6L O'NAVE) IWS I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4 1'-m" DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 JAN 25 REV. REV. JOB NUMBER 'got,AD p It ;D` li t—_ soutn.�1�Town ' Q 0 F/ / —� Bored,old T tars } ®2025 Brian Shore,Architect r nV 1L O lu Fp 12 Cl O 0 SFMOFLOORPLATE -------------- - ------------------------------- - - ------------------------------------------------------- f- II II ❑ ❑ ❑ I . 3: Cz oe - FIFIF o •1 SECOND FLOOR WE3FLOOR _ _ �__.__.__ ! ___.-_ ---------_—_-- ----_—_-- ------------------------_—_—_— EL. (41101-08) '' -- -- 1 — - -� • I 7f„- 1t'CicJ ��(� :10E IDE :]FIE E DE LA H El 1 Q ll --Fl -d,- ------------------------------- -- - - - - =- --- _ --- = ---_----- ---------------------------------- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- —------------------------------- H 1 f E C L.t'p.0 'Zlr 198s ------ --------------------- I GRADE PLANE' ELEVATION - -- _ -- - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - p - E. !(0 .21 AVD 1988 AVERAGE EXISTING NATURAL GRADE �.�.�.—. - �.� EL t 63.'T9'NAYp 1988 _ _: - _ _ _ - _ - _ FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE S -—-—-—-—-—-—-—-— ---- - '_ _ _ _ - _ _ _ - _�L_= __ - - ---------- ARCHITECT TO ALTER THIS EL!Owl-0") - - - - DOCUMENT. EL t bi.0'NAVD nw THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=1' DRAWN BY JIET DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 J,4N 25 REV. REV. _ JOB NUMBER dlt— ' to itfl ® .. i S--ulhold bwo Bc��drfTrdFlres _--' Q. 0 F 02025 Brian Shore,Architect 1� .nnaL,, O lu z /-� AK L1 O . 0Mft ------------- --- --- ----------- - - ----- --------- - - - --- ------ - - - ----- ---------------------------------------------- �-- L 3: -10EE JEIL IFIE ❑E 10 OL F11 ❑ ❑ POP A. n - � ------------ ---- - --- --------- - - - ------------------------ I F - - •< I 117: 0 r ILL U FIRST FLOOR SUE�LOOR -- - — I — -`; • +10�00-'�f7,�T7FT ------------------- - - _ --- - ----------------- ------------------------- ------------------------- EL t 11,O'NAVP IW8 = 1 { a GRADE PLANT: ELEVATION 11 mill 1111 1 E EL. t 65.21'NAVE) IW5 IT IS A VIOLATION OF LAW AVERAGE EXISTING NATURAL GRADE - FOR ANY PERSON, UNLESS - ACTING UNDER THE EL f 63.l9'NAVE) Iwa _ DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. LOXR LEVEL SLAB -------------------- - - - ---- ----------- ---- ------------ ----------- ------------------------- THESE PLANS ARE AN EL't 61.O'N INSTRUMENT OF SERVICE EL.f 61.0 NAVp 1988 AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES WEST M L M �AT f ON SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=11-m" DRAWN BY JET DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 J,4N 25 REV. REV. t" JOB NUMBER Qp It a rADD I i n i j i I [jeg J O F ®2025 Brian Shore,Architect 1V` n� LL O z = � o - _ i � �A77 ------------------------------------- - --- ----------- ------ - - - - ----- —_ - _ - ---- ---- ---------------- rn I I 3: �.. t(+um'-m�� �,� - ---- ------ T_ ----- - I ----------------- dFIE FIIRRST FLOOR SU13FLOOR I __- ��L. =�t5ATL1iT�----------- ----------- - - - ------------------------------------------------ - - --- ----- -- ------ -- --- --------- il'l.r E EL.f I m'NAVD WS � - --�- - - - I , r GRADE PLANE ELEVATION e f 6 .21 am p" I I I AVERAGE EXISTING:NATURAL GRAD IT IS A VIOLATION OF LAW �iii�i�i�i�iii�i�i�■�i�i�iii�i���_�iii�i���i�i�i�i�■�i�i�isii�i�i�i�iii�i�i���i�i�i�i EL.163.TV IW8 ���i�iii�i���i�i�iii�i�■�i�isiiii-i-i-i-i-i-i�i-i- -i-i---■-i-i-i---i-i-i�i� NAVD FOR ANY PERSON, UNLESS I I I ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS �°-�S-g`-�-5�---------------------------------------------------------------------------------------------------- ------------------------ DOCUMENT. EL.i(+90'-m') " EL.fbl.m'NAVD1988 -_---_--_--__-�----�--- -------- ------ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR t FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=i' DRAWN BY JET DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 JAN 25 REV. REV. _ JOB NUMBER Southold Town Im O F . m Am Board of Tnsstces Fl ®2025 Brian Shore,Architect