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HomeMy WebLinkAbout1000-19.-1-1.5 I PROPOSED SURVEY PROPERTY SI TUA TE ORIENT , TOWN OE SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No . 1000 — 019 00 — 0100 — 001005 SCALE 1 " — 50' DECEMBER 3, ? 025 og" 66 AREA 1 , 505, 114 sq . ft. " 34. 553 cc. O 0 , / , /j — — Y / / / 20 `\ \ rod` — � �. i� / / / � � ; ► I \ � � \ \ , \ \ ;z Y/A plp LLI Uj • O C0- coo , , , �, / \ \ ,, / / / / I �- , '�� \ may` �o � ' �• \a y A A 0 4 ' � • `�� a Tax Map Lot ;1.Scp .A `\ 00, o \ O ; of QFz\�.�PGA \ �FLO PAP' \ i / / ok IN, If \+ I If Ar co 0 1 \ \ \\ \\ \ \\ O \.. k i 0i a �` d2L �00�y 1 \� � _ _ \ O d ,\ O \ \ / 10 / I o 1�0- . CP00 J \ QQ- Tax Map � S° \ \,/ � , o�, \ I ,��° \. • . . Lot 21.10 0v0 I \ \ > d. oo�d \ Q VI Ar 0 \ \ \ \ c� • \ \ / \ \. \ \ / \ o • • _ � ` / ` `\ • / , , � \ ' \ 8� ' \00 / ' ' • / / ' ♦ • ' 4 4 \ \ \\ ' ' • • \ py \ 00• , , \ � ♦ , , , , ' ♦ • ♦ ♦ A\ O • M� (n p 6' "�f 2L0 "O AM� o • � vJJ 09`2 2zy _ JAN 15 2026 O�y�y SOUTHOLD TOWN p'Gp y PLANNING BOARD LEGEND: ��7- ® CATCH BASIN ® DRAIN GRATE AERIAL LAND SURVEYING D . P . C . NOTE: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES NOT 53 PROBST DRIVE READILY VISIBLE, ARE NOT CERTIFIED. THE FIRE HYDRANT 3 SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. PHONE: 833-787-8393 LAMP POST E-MAIL: SURVEYS@AERIALLANDSURVEYING.COM WEBSITE: WWW.AERIALLANDSURVEYING.CoM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER — — — OVERHEAD UTILITY WIRES DISTRICT: 1000 LOT:001 .005 BLOCK:01 .00 SECTION:019.00 PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE "UNAUTHOIRIZED ALTERA11ON OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAN SURVEYOR'SA VIOLATION OF ARTICLE 134, UTILITY POLE MAP/FILE NO.: N/A SECTION 7'209D SUBDIVISION 2,EOF AL ITHE NEW YORK STATE EDUCATION LAW- ® MANHOLE "Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal shall not be MAP OF: "NOT ON A FILED SUBDIVISION MAP" considered a valid true copy." "Certification indicated hereon signify that TREE this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Profesionail Land Surveyors. Said certifications shall run only to the SIGN TITLE NO.: N/A person for whom the survey is prepared, and on his behalf to the title company, governmental agency and lending institution. Certifications are not transferable to additional institutions or subsequent owners." o WATER METERN MAP FILED DATE: N/A �OF NFL WV COUNTY TAX MAP ID: 1000-01900-0100-001005P` =� o��Y°'� o WATER VALVE. ® SITUATED AT: ORIENT, TOWN OF SOUTHOLD CONC. MONUMENT 0 EM® ELEC. METER SUBDIVISION MAP LOT & BLOCK 'S: NIA �� '� ® :. 05 taAND GM GAS METER O COPYRIGHT 2025 RALPH HEIL, STAKE SET I— � I Orman AERIAL LAND SURVEYING, D.P.C. w JOB NO.: 25-2840 v DATE: DECEMBER 3, 2025 I FSSURVEYOF JANUARY 9, 2026 — PROPOSED STRUCTURE STAKES SET V " O1 ..LI RT Y SI TUA TE ORIENT , TOWN OE SOUTHOLD SUFFOLK COUNTY, NEW YORK - 1 00 - 0100 - 001005 og •66 FtP�N TAX No . 1000 0 9 ,3 GRP�- SCALE 1 "= 50' � . DECEMBER 3, 2025 / • .SS V \ • / ARE E�NG6 �� AREA = 1 , 505, 114 s . ft. ^ ���` • `'oJ 34. 553 cc. 0 J • ( `�F°R4rc, MDMC� 0�7C D VS) JAN 15 21026 SOUTHOLD TOWN / PLANNING BOARD / / POND Y / vn GV� Nd- �� / 1o�RE IN _ 8• 0- --sb E OF °21 �i E i / •N � o• 2 �io �D� O O �J o �� Tax Map Lot 1.5 C� 9A O SO ._A Y� Y X c T Fy n� FE 5.6 J A \ O �� \ PR s��o� \ 70 CID �o \\ \ p \ GP(E LPN E GP�GP'(E G 1Pf fit^ d+a o F p < F NG �P 5 S e PA- P (9 GPI FticF \'0\ GPI 1Po</ / ') 1 9() .00 P Tax Map \ S sN� f Lot 21.100 Ay O� � RE GP'(�- S� GP�� • � t s e -o 1O� S \� RP\\. �< +A y O o�� \\.w R F �P \\ FtP h� FF G P� osti h�Q POND F ors FFHCF .,o LEGEND-.,- A� ® CATCH BASIN CO s ° JJ. ® DRAIN GRATE od! AV N FIRE HYDRANT %• LAMP POST E - UNDERGROUND ELEC. LINE w - UNDERGROUND WATER LINE — — -- OVERHE:AD UTILITY WIRES UTILITY POLE AERIAL LAND SURVEYING D . P . C . NOTES: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT 53 PROBST DRIVE CERTIFIED. THE CERTIFICATIONS HEREON ARE NOT ® MANHOLE SHIRLEY, NY 11967 TRANSFERABLE. PHONE: 833-787-8393 ANY SYMBOLS SHOWN ARE NOT TO SCALE AND ARE FOR E-MAIL: SURVEYS@AERIALLANDSURVEYING.COM INFORMATIONAL PURPOSES ONLY. TREE WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER DISTRICT:1000 LOT:001 .005 BLOCK:01 .00 SECTION:019.00 PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICEINSA VIOLATION OF ARTICLE 134, SIGN MAP/FILE NO.: N/A SECTIONED CTIOND7209, SUBDIVISION 2,LAND SURVEYOR'SEOF AL ITHE NEW YORK STATE EDUCATION LAW- "Copies from the original of this survey map not marked with an original �OM of the land surveyor's inked seal or his embossed seal shall not be WATER METER MAP OF: "NOT ON A FILED SUBDIVISION MAP" considered a valid true copy. 'Certification indicated hereon signify that this survey was prepared in accordance with the existing Code of Practice for (Land Surveys adopted by the New York State Association of Profesional Land Surveyors. Said certifications shall run only to the o WATER VALVE TITLE NO.: N/A person for whom the survey is prepared, and on his behalf to the title company, governmental agency and lending institution. Certifications are not transferable to additional institutions or subsequent owners." MAP FILED DATE: N/A �6 OF NEW , CONC. MONUMENT COUNTY TAX MAP ID: 1000-01900-0100-001005 ��� 4QN oyF�o EM ® ELEC. METERSITUATED AT: ORIENT, TOWN OF SOUTHOLD SUBDIVISION MAP LOT & BLOCK 'S: N/A = �0 GM ® GAS METER o ��a ®�0205�J�,�, W_ tANQ t� COPYRIGHT 2025 RALPH HEIL, STAKE SET F— B I l I Gorman AERIAL LAND SURVEYING, D.P.C. w JOB NO.: 25-2840 U DATE: DECEMBER 3, 2025 60'-0" Issue Date: Set: BUILDING HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/8/26 ZBA Submission _ % DN w j I it I I I i I I IIII o I 'I I IIII, _ I I I LU Q P 0 EN,TD BELOW" LOFT STORAGE STORAGE LOFT I I O , I I i I I III I i FINISH FLOOR I I II I ' 7771 Drawing Legend: NATURAL/EXISTING GRADE- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 4'0" Wall/Element To Be Removed Existing Wall To Remain �. South Elevation BRIDGE 4 n = �� New Wall AWIDE Scale: 1/8 1 -0 1—"'� Existing P.C.Foundation Wall 1 New P.C.Foundation Wall x•r ;.r,xl Existing CMU Foundation Wall New CMU Foundation Wall ------- Lines Above ----------- Lines Below — — —---- Guidelines 101 2 2nd Floor Plan - Storage Barn Door Tag Scale: 1/8" = 1'-0" 101 Window Tag Sect x Sheet A-XXX i1 l X Detail Tag i I I II III I I I ( I IIII 'Illi I I ! 'I II i JI i � l II I 7 ' IIII III ; j I III Ili IIII ~IIII I II I III I ' ' x SB-1 nxxx Elevation Tag i I I I I I i ' I i III I I ! . I I x I I I i I I I I II � I III I I I I I II I i I I 1 60'-0° i I I I I I x Axxx x Interior Elevation Ta g I � I i 1 I I �-► I l i I I I I ILO w I II I I I I I I I j Powers Hancock Design / \ P.O.Box 400 ' P South Jamesport NY 11970 801-558-3501 i 5 East EleV on Landscape P etzerCandecapeArchitecture Scale: 1/8 Mattitucck NY 11952 1 ( ! Phone:(631)-209-2410 Structural Engineers I I _ Framing: Sellers Treybal Structural Engineers PC - 65 Huntington Road - -i - Rich mand,VT 05477 Phone:(802)-497-1174 Foundation: Subsurface Engineering ' I CULTIVATION BED ! CULTIVATION BED �/ � i �. 105 Maxees Road,Suite 124 i Melville,NY 11747 - - _ �. Phone:(631)-980-3912 - I - - -- - - Di andro Andrptic ews Engineering, DPI- 158 Country Rd 39 Suite 10 PLLC \ / j Southampton,NY 11968 Phone:(631)-259-3959 i II 11 I l i j I'I I I I, I I - I 1 ! i I I I I I I I IIII ; III ii " I i II � 4 ! II III OPEN TO ABOVE 1 ( III FARM OFFICE/BREAK ROOM 4 /\ 6 j aAmPu STORAGE / \ RAMPUP SB-1 SB-1 I I i I ! EFtED ARC ��SOQHER G. �T<�' I I I I I ----- 771 -------- - /y /� / \ WATER d ,I_ ` - - 1— I, - y` _a 1- "._,. ='..�_�e __. `� T� ` O `CLOSET LINEOFSECON(`FLOORABOVE I z� North Elevation '— --- -- 6 _ �'T �4348$ - 1 � --- I� -�------_------ --�- -� _ — = — — — — --- =— =- Scale: 1/8 - 1 -0 qrF oQ- CULTIVATION BED 7 CULTIVATION BED I j �- UP I Encanto Del Norte z ZQZ6 28410 Main Road JANI Orient NY 11957 SOUTFOLD TOWN -- - - - - -- / PLANPiING ROARD SCTM # 1000-19-01-1.5 ELEV_6.0' l Storage Barn I I I I I i I I i I I I � 5 � SB-1 I i II i II III I'I I I I I I I I I I I I I I I I II I I I I I I I i I I I I i I I I I I i I i I I I \ ELEV_5.0-- ! i I I I I I I I II I II � li i ! II I I I I I I I I I i i i I I I I I II I II I II i II it I j II i I I i I I I I I I I j III ) SCALE:As Noted III Ii I I III I I � , 1 st Floor Plan - Storage Barn Scale: 1/8 = 1 -0 7 West Elevation Scale: 1/8" = 1'-0" P • i STRUCTURE KEY N22°05'50"w �. _.,�_''�-,�=�"�-�-a-�. ��_��� ,i• ,�� .,,, ,.:=-�' � I I NARROW RIVER I I PROPERTIES, LLC # STRUCTURE USE LOT COVERAGE ---�r_- __e�_ /��-- - o 1 PROPOSED AGRICULTURAL LIVESTOCK BARN 3,440 SF -- -� �- , -' — _ �� - "' �' �°°5�P� i _ .as ° 28410 Main Road 2 EXISTING CHICKEN COOP 742 SF _ I J OQ�, J J J J G T'_ _———— Z Orient, New York J. —�_ -�____-- (n 3 PROPOSED AGRICULTURAL STORAGE BARN 1,800 SF / PASTURE J, o� y J' J J , J W i / J'-6 W'' Jr J/�0 J' � J/ J' \L \I, '� I9 4 EXISTING GREENHOUSE (SITE PILAN APPROVED) 1,495 SF FENCE TO AGRICULTURAL EXISTING I I FENCE TO MATCH EXISTING PASTURE 5 EXISTING AGRICULTURAL BARNI (STORAGE) (SITE PLAN APPROVED) 785 SIF ' . - . . �O ��' ' --- — _ J J" J im I ( EXISTING AGRICULTURAL `�O.�c� I L �' J y J J w y %J, J J J w I i FENCE(TYP.) - 'L�.•�`�` I _ _ _ /`WSJ i I � � � y W J' Jr J• J, J/ y J— �" -�• J,I I . _ _ - _ _ _ . !.! ' 1 , , PASTURE --�.-�i� J� �/� J/ J' _ 'V ' EL 6) ZONE AE 8 / _ X• _ _ _ _ _ ! °' qs ,/ .•' ZONE I J/ �1' -' J/ J/ _- J:" J' \L' J- .L' J -1 J/ Ji \\I�I Marshall paetzel j i A ' -' -.� -. - - /- J' J/ y J' 'j � Ji J .l \ ; I I . _ _ . . i IW / I J •'J J J J Jal I I LANDSCAPE APCHITECTUPE .00011, PASTURE I I _ .� `'♦ / ;!- I i I �OON�T I J� J� J. J J J� J� J J. J� .1/ J� J' J' J� Jam, I I PO Box 478 X! i I i ./ 5175 Middle Road I Mattituck,NY 11952 _ _ _ _ _ _ _ _ / ' ♦ _ / ' I � � I i �L J J� l• J� Ji J J J' J� J� J� J� �L J� ,J�I I% I , phone: (631)209-2410 _ _ _ _ _ _ _ _ _ aa � / �' � � / I J' � J �. J, � J, .� J. J, J. J, J' -- -� _� I fax: 631 315-5000 . . _ _ _ _ itl •♦ i I / J/ J/ J/ Ji / J/ J/ J/ \U Jr J• \L J� / / PASTURE % I J J CULTIVATED I I email: studio@mplastudio.com WETLAND BOUNDARY DELINEATED BY SUFFOLK -�'' / ENVIRONMENTAL CONSULTING,INC.11-08-2018, - - - - /' / i J L y J J: FIELD VERIFIED BY EN-CONSULTANTS,04-12-2023 / / i I 1 ! J' J' J J J J y J J \ J, J J, w J ARCHITECT: NYS FRESHWATER BOUNDARY NO.0-8) ( `2 ii ' 1 I ( I Christopher Powers, RA Powers Hancock Design . _ —�- — — — - ,- i/ / I 1 PADDOCK I W .� Ji J/ J/ Jr / .� J/ y .1, .�, , J/ 1• I W i P.O.Box 400 �- �..--�- - - -� mv', ' ;j / i I J y J J J J, J �' South Jamesport, NY 11970 ! -_ -�� % / I ( Office: 631 703-0800 �� Z rn -- ` ���� WELL ' I J/ ~L J- J/ Ji ,' Jr Jr •,. J, \lr \lr I 1'• I Iv I SURVEYOR: 5 `Q\' ,ORCHARD I J J J' J J J J' J J J. J J. J J, I,, I IG; I Nathan Taft Corwin III Land Surveyor %1 i-,, - �..% / -- --- --<�,• _ ; I .�I m P.O.Box 16 x(4.5) I I I Jamesport, New York 11947 J' 'l, J/ J' y � J' J/ Jr W J I I I h21 I Office: 1586 Main Road 2 Jamesport,New York 11947 ;000000 _.—._.._.. ( J J J J J J. J 1' J J J J I 1 I Office: (631) 727-2090 Iw I At�A.I,A� ��� ry� �\ C, / 10SE BACK / I ,� ----- / I I L—J—— EXISTING STRUCTURE _ -- 0 N24°t830" --- - / WOODED AREA �; TO BE REMOVED - — - - _ -- — - - I / TYP. I - ; - PROPOSE - - -- - - - - -- --- - L - - -- 7 1-- DRIVEWAY / S 24°08'30"E / •�i\ / EXISTING PADDOCK FENCING+ v i +6.1 � � / GATES TO BE REMOVED(TYP.) ` r h ,o f ___- _-_-� ----\% ------J' , J.. —J;—-Z——S —vim—_,..__ -_\ (5.5) I �, `�, w---——L-----1---�y--71 Co FFO O - - - -- �• -` �I gQ , I / �-/ \ ' ' S10• +6.1 - ( � � J' � J• ``1 Jr J/ ` L W J/ \y •L � � . J. J/ � \J .y J' \ � 1' I I I `� —.\————————— �I� J .`,� SITE DATA: J J J• J J' ,9J y �� I I SCTM#: 1000-19-01-1.3 X 3.8) I � � J, J, J, .� .� J J' J, J, w , � i J' J J J J' J J J' J I Lot Area: 218,730 SF (or 5.021 acres) o I I I Zoning Di L�N� O y ♦ J/ J/ J' J J/ J/ J/ J/ A J' � 1/ J� �, \V J/ � � \t/ l Jr .� \L � J' J, Jr � � I O I g strict: R-200 �•�.,, a w I J j SCTM#: 1000-19-01-1.4 R EXISTING i I j ° D Lot Area: 1,286,284 SF (or 29.531 acres) � ,� ` �' ( J' J• J J/ �% J/ � ,, J- \L J' J/ .� W Jr J/ • J/ J/ J' \L'� � J/ J' J J/ \b J/ J J/ y I CHICKEN COOP �3, I ♦� `� �. �_ I I Zoning District: R-200 TO REMAIN I •� J. ,; Jr �,\t/ \L J/ J J/ J/ \I: J/ �`J/ \� �6'J/ \�•`, .._.._.._. �. Jr J' y J/ Jr J J. f, J' y ` �. \ � l .._.._.._.._ NOTES: �O Oy�, ,� :1' Ji \� \L•\ J, J J/ J/ Jr I J/ I y�.�y�� J J- J J J J J J J J J IJ 1. Base map information based on survey ....... O� I prepared b Nathan Taft Corwin III Land _ 1� , \JiJi\ `i -1- �tS��`��SJi •a• i J \L .1/ a .L .� J� Ji J' Ji J. .t/ �,, J/I I Y 'op - \ - - - - , . ,_� <, .._.._.._. Surveyor r dated April 2 023 N A5 eo 02 �\ •. m I 2. This drawing is for the purpose of O (2) �i J ; J y`..�, J J J J J J' Hsu' �.�,, J J J-•` J J J J J I I ° I obtaining permits only. NOT FOR 1 CONSTRUCTION. `OA \L \L �'I 0 Y ., Ji \L J L J J �•��.� J L �L I . L J J' J I L 3. Unauthorized alteration of this plan is a _ � ! J� J� �L J� L \L y' '`\I`, J� J� \I J J� \li \L J.' L \L \L`•��, J' J ♦�•�ls� J� J� \L 1� \L I J, � ,. $- ; - i J J J ♦ ♦J J J J J J- J J J 2p'�2, o I I m violation of NYS Education Law. — , N ,NF �F�1"�J.. J. \ \L \L J' L I m I - z( �• �` / — — — — r:.- - I .� ; Ji J/ J J' .l' ` �', J' .,,J� y J. J' J/ \� y J-• y y { y \� `� i Li C=�,��,U V C DD REVISIONS N ` — — — — — — — — — — — � I J L J ♦L y `;J L L L L �1�, J v1, J I� I DATE DESCRIPTION `y JA z 2026 — .— .—. —..— .— — — \L J, \L J' \y \y \y' \L •,, \y J, W`•. J� `� \L \1r I J/I I ` _ LINE OF WETLAND I J I ,� , J J J . \L J J BOUNDARY ; ( ♦ �� �, I I I SOUTHOLD TOWN J J �' J w J �J hr�� L`�- J' w J• J J �' J J J � I I PLANNING BOARD � may, 1 �♦ J, �,I � \ �� �-�• W J/ J/ ' J' J' J/ \L J/ J J' W `�., J J' \L J/ Jr J, \L J/ J/ \L �'�l' \'' `` L I ( I i Jr Jr \l J' J/ J/ J-• J' \L y J' J/ \L� J' J \I� \I� \L J \L \I� ` ♦ �, \L \I� ``�, \I� \L' \I \I� \l' \L \L J' J \li \L ,L J' y \� \L \L \L J• J/ \L �� J ` �L \L J'-'. J' J' J• •L J' J.. J/ \L_ J/ Jr ,, L E G E N D CUL�T(,IVATED �'. `. 1-IELD J' J/ 11, \L ♦ J/ J/ `� J� - y J� J .1/ y J/ % / - ♦ , I `�O ` 100'WETLAND SETBACK _-.-_ -'- ` �' � _ L J PROPERTY LINE S e a I ' '�. J, J Jr \L \L J/ J/ J/ Jr \L y' J/ J/ J• �,J' Jr y J' \L \L J/ J/ � J/ 1 (0 - __- L �. `.------- �•1DSCq ` _•.----._-•- _ ••T— "J: \� J, J' \y \t, J� J� J� \t, J' J� J� J w J ♦, , �.. / ——————————-�— —-� i --- (3) -- - EXISTING CONTOUR A J .._ \L L J' \L Jr Jr J' J' J' L 11, \L \1� \li J/ J/ \L J J/ 1 J J J L J J J' L J J PROPOSED CONTOUR \ J J 1 t J 3 J J J' J J J y J J j ��_.._.._.._.._.._.._. Jr J/ \L � J/ J� J/ \li � � J� � J/ J/ J' J' �d� � _t,• } �� i W C O� \ \� --_ -Jr -- "� \li � \L J' \L J J, y \li --- \L -_ J' J/ J/ y � 1' J' J/ J' J/ Jr Jr \L \L J• J' ) J� � J/ � J/ J, •L �=1' — ,i, -�i��� \ \ I% REMAING N AGRICULTURAL FENCING TO w -�Z� - - \ Jr \L y J/ \t/ \L •L J/ J. \V Jr J' \t/ J/ J J J' J' J. J/ \� 1. J, - \� 'I ! .� ,: ,,.?V.Y ', • \L A \I/ \L \L J/ J' J/ 'L Jr J/ J/ \L •1• J Jr \L W Jr J, \t' J/ 1 J' J/ �t.-� / —• ` ,,` J' J, \� w y' ` J- J' J' J/ \t/ J/ \L J/ y J' J. yy , =--�xi � - - 'r G� � .\ '' � � _ EXISTING AGRICULTURAL FENCING+ ,� �- ` GATES TO BE REMOVED f �j�r0 02718' J/ J' J \L J' J/ J J' y' J/ / !�,��V , \ 1 `, OF NS V� X(3.0) EXISTING SPOT ELEVATION / i 13 ` % I ' \ J J J J ,' J J J J J J J J J y J' J / /i �° ` +3.0 PROPOSED SPOT ELEVATION LOT SIZE \\` J' J� y J' \L Jr y' \l� J' J' J' J.-' J/ J' J, y J, J/ J/ J/ J/ J/ - - - - I TITLE: %._.._ cz) - _ \'J' -•L \L J' \I J' J J' \L \L � J' J/ J' \L y W J/ J/ J/ \� J/ -i% _ __ _ -_- •�.� ` I WETLLAND BOUNDARY DELINEATED BY SUFFOLK � ',.\, I ', � ° WETLAND BOUNDARY ENVI'IRONMENTAL CONSULTING,INC.11-08-2018, I ENTIRE PARCEL 34.552 ACRES (1,505,1 14 SF) ♦ \ BUILDABLE LAND 32.84 ACRES(1,430,700 SF) \ J J J J' �' J J J, J J, J /! 'VERIFIED BY EN-CONSULTANTS,04-12-2023 I 3l 100'WETLAND SETBACK DRI PARCEL 5.021 ACRES (218,730 :SF) � (NYS FRESHWATER BOUNDARY N0.0.8) - I \ / BUILDABLE LAND 5.021 ACRES (218,730 SF) - - - • - - - - - - ' SITE PLAN \ Jr J' J Jam- ---�!• J. J/ \L J' \)r J. J/ y, y J.- / % / - - - - - _ - - - - - - 4D''D" i 1 DRS PARCEL 29.531 ACRES 1,286,3184 SF \ ` // ISECONDARy ) ( ) \ L w J J- J v J J J J j/ ' i FRONT 1 ' ` LINE OF LIMITED WAVE ACTION BUILDABLE LAND 27.82 ACRES(1,211,970 SF) \ ` . . • • . • J l SETBACK D J J J' v J J v // — — . . . . . . . . _ _ . POND / °/ + FLOOD ZONE ALLOWABLE LOT COVERAGE (5% OF BUILDABLE LAND) ; ` \\ J' J J y. I[/ J , — \ ! / PROPERTY SETBACKS AGRICULTURAL STRUCTURES (ENTIRE PARCEL) 71,535 SF ` \�-- — — — — —' — —' — ._ � — — — r 7 N /� /- i• `' ; 0 30 60 / CULTIVATED FIELD � ` �Zi moo- / - PROPOSED AGRICULTURAL STRUCTURES COVERAGE y --�-- �--- -�-- D Do / Il o ;U �� I J J �" SCALE V = 60' (AS PER SITE PLAN) -- - - -- - - -- - - -- PROPOSED PADDOCK FENCE AGRICULTURAL LOT COVERAGE —f —_ -- - - •- - - - - - � T ° DRAWN BY: ` a�S 26°3 - - - - - - - � `a\ ,��J � A.SCHEEL 8,262 SF ` CHECKED BY: (STRUCTURES INCLUDED #1, #2, #3, #4 & ##5) J.PAETZEL `�\ ! —x�c PROPOSED AGRICULTURAL FENCE DATE:2026.01.06 L 1 .3 iREVISED: 2'-0 6'-51" 51 9.! 4'!-- 6-5- 6-51 2 2 2 2 (2) 3'-O"X4'-0" CASEMENT WINDOWS TYP. F- - - - - - - - - - LINE OF ROOF OVERHANG IIX10 CEDAR SHIPLAP SIDING (VERTICAL) _7 Al STORAGE I WASH STALL I 10x10 STRUCTURAL OAK POSTS TYP. I v v v I v v v I I v v . . . . . .v vvvvvvv ­ ' �7 VV V V V V'7 V V V V V v V v V v V v V v V v V v V v V v VV Vv V r?V 7 Vv V 17 V 17 V v V v V /v V v V v V v V v V 7 7 7 V v V v V v V v V v'V 7 V v V v V v V v"7v V 7 V v',7 7�7 v V 17 V v% ?V vV V V V 17 V V V V V 77 V V V V 7 V V V V V V V'v' V V V V V V V V V 17\7 V 7'V V V VV Vl V 'V t 7 V'7 V 7V 7 V V V V V V 17 V V V V V V 7 V V V V V V V v V v Vv V v Vv V v"v V v V vV v 7 V V 17 V V ',l 17 7 7 V '717 '7 V V V —, V V 7 V V 7 '7 V 7 V V V V V V V 7 V 7 7 '77 V V V V V V V V 7VVVl717Vl7VVV77VVVVVVVVVVVl, / V V V V V V V 17 V V V V 1,7 V V V V V V V V 7 7 1� 7 V '71717 '7 V 1717 '7 7 V V 'V 17 V V V V V V V 17 V ' IVVVVVVV \7VVVV7V '7VVV \7VV17V '�, 40 HORIZONTAL FRAMING @ PARTITION vvvvvvvvvvvvvvvvvvvvvvvv I WALLS TYP. FIN. W/ 1X6 OAK @ INTERIOR 7VVVVVVVVVVVVVVVVVVVVVVV ', 7VVVVVVVVVVVVVVVVVVVV7VV % 7VVVVVVVVVVVV 'VVVVVVVVVVV -, 7VVVVVVVVVVVVVVVVVVVVVVVV vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv V V V 717 V V V V V V V 17V 17 V V V V V V '7 V V vvvvvvvvvvvvvvvvvvvvvvvv 7 V V V V V V V V V V V V V V V V V V V V V V V r 7VV \7VVVVVVV \7VVVVVVVVVVVVV I BRICK OVER 4" REINF. SLAB @ WASH STALL. V V V IV V 17 V -,/ V V V V V' V V V V 7 V V V '7 7 V vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvv7vvvvvvvvvvv 7 \1 V7 7 V V 1 11 7V \7177VVV SLOPE SLAB TO CENTER DRAIN @ 7vvvv / vv HORSE STALL 7 v v v v -7 v HORSE STALL v v v7 v v v '77 v v v 77HORSE :STALLv v v v v v v ' vv7 7 v v v HORSE STALL 3/8" PER FOOT MIN. 7 vvvvvvv _ _ � � , �' VV7VV \7V V V V V 7 V 7 V V 7 V V V 7 V V 7 V V V V V V 7 7 V 7 V V 7 V 17-7VVV'7�17VV v V V V 17 7 17 77 V 7 V 17 '7 V 717 V V 7 'V 7 V7 71717 V '71717 C 7 7 17 17 7 17 V 7 17 '7 17 V '7 V V V V V V V '7 V 17 V VVVVVVVVVVVVVVV %7VVVVVVVV -7 V 10" TOP OF CONCRETE WALL VVVVVVVVVVVVVVVVVVVVVVVV VVVVVVVVVVVVV' VV\7V7VVVV \ Vvvvvvvvvvvvvvvvvvvl7 ,7VVV vvvvvvvvvvvvvvvvvvvvvVVII v7vvvvvvvvvvvvvvvvvvvvl7 VVVVVVVVVVVVIVVVVVV ,7vvvv \l Vvvvvvvvvvvvvvvvvvl717VVVV vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv V V V V/ V V V V V V V V VV V V V V V V V V V V VVV7VVV7VVVVVVVVV7VVVV7V 7VVVVV7VVVVVVVVVVVl7VV7VVl / VVVVVVVVVVVVVVVVVVVVVVV % 7VVVVVVVVVVVV 'VVVVVVVVVVV ' lVVV7VVVV�7Vl7 \7VVVVVVVVVVVVV 40 HORIZONTAL FRAMING @ PARTITION VVVVVVVVVVVVVVVVVVVVVvvv ',7VVVV7VVVVVVl7 \7VVVVVV ,7VVV vvl7vvvvvvvwvvlvvvvvl7VI717vv vvvvvvvvvvvvvvvvvvvvvvvv WALLS TYP. 7vvvvvvvvvvvvvvvvvvvvVVV \ 7vvvvvvvvvljvv17VVVVVVVVV7 ' lVV77 \7VV77VVVVVVVVVVVVVVV K/ 1X6 VERTICAL OA vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv VVVV77VVV \717 �,117' 17VVVVVVV7VV vvvvvvvvvvvvvvvvvvvvvvvv INTERIOR WALLS FINISHED W ui 7Vl777 '77V77V '7Vl717VVV77VV77 ' 7 7 V V V 7 V 7 V V V V 7 V V 7 V 7 7 V 7 V V V 7 17 V V V V V '7 V V V V V 17 V V V 1717 V V 17 v V 11717V \7VVVVV 'jVVVvVVVVVVVVV VVVVVVVVvvvvvvv7vvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv 7 v 7 v v v v v v v v v v v v v v v v v v v v v 11 7vvvvvvvvvvvvlvvvvvvvvvvvl vvvvvvvvvvvvvvvvvvvvl,- EACH STALL TO BE PROVIDED W/ 4'-0"x8'-0" SID vvvvvvvvvvvvvvvvvvvvvvvv VVVVVVVVVVVVVVVVVVVVVVVV V V V V V V V V \7 V V V VV 177 V V V 17 V V V V VVVVVVVVl7VVV17vvvvvvvvl717v 7vvvvvvvvvvvvvvvvvvvvVVV \ lvvvvvvvvvvvvvvVVVVVVVVVv: 7 V V '717 V V V V V V V '7 'V V '77 V V V V V V V '� � VVVVVVV177V17VVVVVVV17VVl7171� DUTCH DOOR @ EXTERIOR. V v v 17 v v v v v v v v v v v v v v v v v v v 7 v v v v v 7 v v v v v v v 7 v v 7 v v v v v v v v v v v v v V V V V V 7 17 V V V V V V V 17 V V V V V V V '7 '7 v v 7 v v v v v v v v v v 7 v v v v v v EACH STALL TO BE PROVIDED W/ CUSTOM SIZED v V v V v V v 7 v 17 v V v V v 17 v V'7 V v V v 7 v V v V v V v 7 v V v V v v v 7 v 7 v'7 v v v I v v v v 7 v'7 7'7 v 7 v v v v v v v v v 7 v 7 v 7 v 7 v 7 v v v 7 v v v v v v v v v V v 7 v V 7 JM�V V V 17 V V V 7 17 7 V 17 7 7 V V'7 17 V 7 V 17 V 17 V''7 V V V V V 7 7 17 V'7 17 V 17 17 V 17 V 17 17 V V��$v v v'7 v v v v v'7 v v v 7 v v v v v 7 v 7 v v v 7 v 7 7 v v 7 7 v v 7 v v V v V 7 17 17 V 17 V METAL SLIDING DOOR BY OTHERS. Fx @ HORSE STALLS TYP. ,aog I ( CEDAR CHIPS OVER RUBBER MAT ON CLAY BASE _T Li -fo\NC 6'-0" WIDE OPENING @ STALL ENTRY F_ — - - L_ I _T F­ _T -T-- tTL-1 —-----F 12'-0"x12'-0" BOARD & BATTEN BARN DOORS 12'-0"x4'-0" FIXED GLASS W/ SURFACE APPLIED z DIVIDE LITES ABOVE DOORS 0 co F -7 -r- _77 --l- _l___F _J-7- -T- w e lr% BRICK FLOORING SET OVER 4" REINFORCED SLAB @ CENTER AISLE. _7 - L MEN=" L I Lj 7 v V v v v v v v 7 v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v 11 X 7 v V v V v V v V v V 7 V v V v V v V v V v 17 v V v V v V v V v V v V v 17 v V v V v V 7 V v V v V V 17 V V V 17 V 17 V '7717' V V'7VVV7VVVV vvvvvv v vvvvvvvvvvvvvvvvvv U VVVV7VVVVVV7VVVVVV7VVVV , 7 V V V V VGV V V 7 V V V V v v v v v v v v v � 7vvvvvvvvvvvvlvvvvvvvvvvvl� 7vvvvvvvvvvvv7vvvvvvvvvv 0 vvvvvvvvvvvvvvvvvvvvvvvv 17 7 V V '7 V 17 V V V V V 17' V V V V V V V V V V V vvvvvvvvvvvvvvvvvvvvvvvv /V V V V V V V V 7 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 17 V V V V V V 17 17 7 17'7 V V V V V V V V 17 V'7 V V V V 7 V v V v V 7 V v V v V v V v V v V v V v V v V v 7 v 7 v V 7 V v V v V 7 V v V v V v V v V v 7 v V v V v 7 v V I'v V v V 7 V v V v V v V 17 V v V v V v 7 v V r V v V v V v V v V v V v V v V v V v V v V v 7 v V v V v V v V v V 7 7 v V v V v V v V v V v V 0.00 7VVVVVVVVVVVVVV7VVVVVVVV '� 7 V V V V V V V V 7 V V V V v v v 7 v " v v 7 v � 7vvvvvvvvvvvvlvvvvvvvvvvv �l 7vvvvvvvvvvvvvvvvvvvvvvv VVVV7VVVV77VV7VVVVV'VVVVV '7 V 1717 '7717 V V 17 V V 7 V 17 V 17 V 1717 7 V V 7 / VVVVVVVVVVVVVVV17V7VVl77V % 7 V V V V V V V V V V V V V V 71 V V V V V v v v 7 V V 17 V V V V 7 7 V V 17 'V 17 '7 V V '717 \7 v v v vvvv7vvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv V V7 V V V 17 V 17 V V V V' 17 V717 V 1717 V 17 V '7 vvvvvvvvvvvvvvvvvvvvvvvv 7 V V V V V V V V V V V V V V V V V 17 7 V V V V � 717 V717 V V V V V V V V 7 V V V V V 7 V 7 V 7 7 V 17 V V 17 V 1717 V V 17 V V 7 V 7 V V V V V V V V vv7vvvvvvvvvvvvvvvvvvvvv V V1 V '7 V V 1717 V V V \7 7 V V 7 17 V V 17 V V V V vvvv7vvvvvvvvvvvvvvl7vvvv 7 V V V V V 7 V V V V V V V V V V V V 7 V V V V '� 7 V 7 V 7 V 7 V V V V V V 'V V V V V V 7 V V V V - lVVV �7VVVVVV7VVVVVVVVVVVVV 17 V \7 V.'t , v - — — -- — — — — — — 7 V V 7 V V V V 7 7 V 17 V V I / vv , 1 �7vv'HORSE STALL? VVVVVV � 7 7 v v v v v ,HORSE STALL VVVV7VVI� 7 v v v ,7HORSE ,STALL,7 v ,7 v v v 7 v v v v v ,7 v HORSE STALL7 v ,7 v v v v v WOOD PLANK FLOORING TACK ROOM TYP. 7 V V V V V 7 V V V V V 7 V V V V V 17 17 V '717 V V V 17 '717 V 17 V 7 171717 'V V �7 V 7 V V V V V V 17 V \7 V 17 V 17 V V V 17 V V V V V V V V 7 V V V V, C\i VVVV7VVV7VVVV7VVl71717V7VVVj 7 V 17 V 17 V V V 7 V V V V V V V V 7 V V 7 V V V vvvvvvvvvvvvvvvvvvvvvvvv V 17 7 '� V V V 1717 V V V V V 7/ '7 'V V 17 V V '7 V V V V V ? VVVVVVV17VV7VVVV y V V V V V V V 7 7 V'7 V V 7 17 7 V V V 7 17 V V 17 V V V 7 V V V V 1/7 V V V V V 17 V 17 17 V V V 17 1, 7'7 V V V V 17'7 V 7 V V V V V V V V V V 7 V 7 V V 17 V V V 17 V V V V V V 17 V V V V V V 1717 '17 V V 1,7 V 7 V V V/ ',;' ',7 -,7 7' V VV V 17 V V V 17 V V V 'J '7VVVV7VVVVVVVV VDV V 17 V V V v V 17 V'7 V 1v • 7VVVVVVVVVVVVVVVl77VVVVV7 't 7 V 7 V V V V 17 V V V V V V V V V V '7 V V 17 '�' V I V '7 V \7 V '\71717 '7 V V V 'V 17 V V V V V V '7 V V V V \7 7 V V V V V V 17 V '717 V V '\7 V V V V V V vvvv7vvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv I V V 7 V V V V V V V V V 7 V V VS7 V V V V V V 7 \7 V '/ V V '7 V V V V V V V V 17 7 V V '7 V7 V V V V 7/ V V V V V V V V V V V V V V V V 17 V 14 � VV17Vvvvv7vvvvvvvvvvvvvv �l VV7 VVVVV VVV7 V V V V V V V V V V V V V V V 9 V V V V 1,7 V 17 1 �.' 17 V V V V V 7 V V 7 V 'V V V V V :�7VVVVVVVjVv, 717VVV �7VVVV7VV 'IV17VVVVG' VVV/ I, V V V V V V V V V 1717 7 \7 '71,7 V V C) C)1 � vvvvvvv7vvvvvvvvvv v 17 1� 7 V V V V V 7 17 7 V V V V 7 V V V V V %/ V '.1 V V 7 V V V V V V V V '7 '7 V V V V \7 V VV'7,VjVV ? vvvvvvv %lvvvvvvvvvvvvvvvv VVVVVVVVVV7VVVVl/ ',7VVVV �;' VV V V V V V V V '7 '7 V '7 V IT 7 VV V V V V V V V V V V V 17 V 7 V '7 V V V 7 V V V V V �7vjVvll C) STORAGE TACK ROOM iXI k x" HXI CN T t 1 (2) 3'-0"X4'-0" CASEMENT WINDOWS TYP. 7 LLI I A� FLOOR PLAN FLOOR PLAN 1 . 23 . 2026 Orr E w ysF 077006-\ �ARdFES r :L X/71 __X-1 lu 0 7rTlf r-"lto�"og F I 1-7— MAR 17 2026 JOAN CHAMBERS SOUTHOLD TOWN -PLANNING--BOARD (631)294-4241 7 2'-0" 0" 1 V-3" 0" 10'-1 1" 0" —10'-1 11, 1 011Z 10'-1 1" 0" 10'-1 11, 1 0" 1 V-3" 0" n n n n n n n II II II II II I ! II II I ! II II ! ! II II it I ! II II II II II II II I II II II II II 1 ! II II li II II ! ! I ! II I ! II II II II II II II II I I it II II II II i ! II If ! I II II ! ' II II ! ! I ! II II II II ! ! II ! I I I it II I ! ! I ! I I ! II II II II II ! ! I ! II I ! I ! II II II II II II II I I ! ! II II ! I II I ' II II li II II ! ! II II II li II II II II I ! II II - - !� - - - — -� - - - + - - o +)— — — — — — — — — BEAM 'A' ! ( IT (�BEAM 'A'It I— — — -fi— — — 11- - tl 10x10 STRUCTURAL POSTS ANCHORED TO MASONRY - - - -!+ - - - - - - - � - - - .{-} - - - - -} I- - - .�. !- - - �;- - - - - � - - -I }- - - -!� — !- - - -} I- - - -� (- - +!- - ! FOUNDATION W/ CUSTOM STRAPPING. ALL POSTS CA) TO BE 12'-0" FROM TOP OF FOUNDATION ! ! ! I ( 1 I ( I ! ! ( ! I I I ! ( ! ! I 1 I 1 I I ( ! ! I ( I I I ! ! 1 ! Il ! ! ! ! ! ( ! ! TO UNDERSIDE OF BEAMS UNLESS OTHERWISE NOTED POST 'B' WILL BE 7'-2" FROM THE TOP OF THE BEAM I ( ! I !! I I ! I ! ! ! 1 ( ! ( ! ! 1 ! 11 I ! { ! ! I I I TO THE UNDERSIDE OF THE PURLIN BEAM 'A' WILL BE A 10x14 AND PARALLEL TO THE RIDGE. THE BOTTOM OF THE ! ! I ! I 1 I I II ! I I ! ! ( ! I ! I ( ! I ! ! 1 1 ! ! 1 ! ( ( ! ( ( ! I I II ! ! I ! ! ! ( ( I BEAM WILL BE 12'-0" ABOVE THE TOP OF FOUNDATION I I I I I I I I 11 Iml r I ! II I ! ! ! IIIQI ! ) ! ! ! ! ! 1 II I ! ! ! ! Q!I II ! I I ! II ! ! II ! I Q ! ) 1I I I ! 11 BEAM 'B' WILL BEA10x14 AND RUN ! I ! ! I } ( II Iml I I ( ! ! ! ! I ( ! ! ! ! ! �!! ! ! ! ! ! I I ! ! 1 I ( m II ! ! ! ! ! ! ! PERPENDICULAR TO THE RIDGE. THE BOTTOM OF THE BEAM WILL BE 12'-0" ABOVE THE TOP OF FOUNDATION. II II ! ! ! ! III i II II ! ! II II II II ! lil ( ! II II II II II II I III II II ! I II II II ! ! II III ! II II II II ! ! II ! ! ! II! ! ! II I ! II ! ! ! ! II I III II II II II ! i II II II Ill I II II II ! I II II II ! II! II II it II II II II I I! I II II LI II I POST 'B' ROST 'B' ! 1 I I I ! ! ! ! I ( ! P $T B ! ! ! I I I II II II III ! II II II ! ! II ! ! I I !! I ! I II II I ! II II II it it II it II II II II II II II II __ II II II ! ! II o I ( I I 1 1 I I I BEAM 'A' I PURL—IN AB13—/E) ! 1 ! I I 1 ! ! ! ( ! I BEAMI 'IA' (PURLIKI !ABOVE) I I ! I I ! I ! ! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —- - — TT n - - - f-I - - - I I - !T.. ..__ .-.._. -SIT,. . - -. ..?IT - ..�I ii. - �TI� - - �i(F ... �� ! II ; �I !( 1I !ti - I( - - - h �Ir - _ ...�!T I(T — �1- - - �I- - - rl- - BEAM 'C' WILL BE A 10x14 AND RUN PERPENDICULAR TO THE RIDGE ACROSS THE CENTER i! THE TOPAISLE. THE BEAM OF THE FOUNDATION. BE 12'-0" ABOVE X !! II X II 11 X it !! X (! II X II !! X I !I 11! X !! !) X, 11 II Y II !) X 11 !! X !! II x II I X !I 1 I -��r �� ! I ! !� BEAM 'D' WILL BE 10x14 AND REST AT THE TOP OF POST 'B' I ! ! ! ! I ( 1 I 11 Io! ( 11 / \ !! II / \ !! 1 / \ I I / \ 11 !! / \ 11 1 / \ 1! (! / \! III / \ II !) / \ I! !! �' \ !) 11 / \ (! (! / \ II II ; \ !1 II / \ !I I 1 o I! ) I ( ! 1 ! ! ! 1 LINKING THE PURLINS ACROSS THE CENTER AISLE. III I I I I I III ! IV.. -- — Al I'v — — �I I� - - �! !�. ._ -- -�I I� -- -- �! I� -.. __._ ._�1 !v ._. __.... hI !II' I Il/. _..... ....-. II- I II II II IIIwI II II II I ! II ! I II IWII II I ! 11 ! I II II Iwl! I II II ! i ICI m I lI I i I i I.--.-_ ...... ---...- ...1.'-...... ..... _., -.l l... °' !. ..... ..... .... ..l.l .-.- ....... .. ...1.l-- ,.-. ! ...... .... . 1.I ,1... --... ...._ -. I ..... ....... ..... l l...... ...-. ..... .-1.1.._... ._. _ll i......1 -..._ .--_ .-l..l_.-.- ..--_ _-._- ...- ..-_. _..-- _.. l._ __.. ._.._ ..-_-. _1.., __. .._.. _,.-- -_i-.I.-.... ,-._. _._- ._1.. .--.. ....-. ,-._. .-�. � a_.. --. R x 12 T liWl ii 11 II III 11 II II CI 11 ( I II I ill II II 1 ! I ! it II II I PI II fl I ! f it 1 1C9 ! 1 ! ! ( ( 1 ! 1 1 1 1 1 ! ! ! ! I ! 1 11 1 1 11 1 1 ! ! ! ! 1 ! ! ! ! ! I 1 I: I ( ! ! 1 i ( I I I PURLINS WILL BE 10x14 AND REST ON TOP OF POST 'B' ( ! I ! ! ! ! ! ! !! ! ! !� — - 71 !s — �! !� — -- 7! !F — — �I !� I� — 1?! q� 1 !r -- - �1 I� -- - 7,1 I IK - - - TI! !�. ..- ---- R, - — -j 1 !' I !` ) ( ! ! ! I ! ! I RAFTERS SHALL BE 4X10 @ 36" OC MAX. ALLOW FOR 12" r% I! I; \ / '! !! \ / !II I 1' ! II II ! ! 11 OVERHANG AT EAVES. X X X X X X X X „ x „ X x X X X FIXED GLASS SKYLIGHTS SET BETWEEN RAFTERS AS INDICATED. III I I I I I I III I 1 11 / \ II it / \ 11 !1 / \ !I 11 / \ II II / \ II I! / \ II II / \ ! !I Ili / I, / \ I! II / !I II / \ I I / \ I. li / \ 11 I! / \ I I I I. I I I i�== I� _��� T1 __�'11�=_ I —_-T� — IL — �!� -- - �i —==y L— - !Z — LL !- - - !- - o - - ( - - - ! - - - ( - - ! ( ( BEAM 'A' (�URLIN AB E) �— - - - - - -! - - - - — ! - - - ' - - - ! - - - - - - - !- - - I I- - ! BEAM! 'IA' (PURLIN II,ABOVE) —I I — ! - - - �I- - - !(- - - �I- - ! ! ! ! ! ! II ! ! ! ! II ! ! tH II II ! ! II II III it II I1 II ! ! II III1 lI I ! II II it I1 II I I ! L ! I I ! II POST 'B' I I POST 'B' ! I I ! ! I I I ! I I !! ! PbiT 'B' ! I I ! it I ! II II III I II ! i II. II II II II I III II I ! II II II II II I lil II it II II ! I II II II III I ! I ! I I ! II II II II I III it I ! II II II If II ! 1! I II it II II ! ! I ! II I ) III ! it I ! II II II ! ! II I III I ! I ! II II II II II ! I! I II 11 II II LmLj ! I I ! I ! II 111m1 11 II ( i II II I ! II III ! I II I ! II it I ! II Iml! i II ! I II II °° ! i ! ! II ! I !IIWI i ) I ! II II II II II 1 �11 Ii II II ! ! II II II ICI! ; II II II II �'— ! I I ! II II !IIWI it I ! II II II ! ! II 111 i ! II II II II II II IWI! I II ! I II II I 1 �m1 I I ' II II II II II Iili ! ! II I ! ! I I ! I1 II Imli ! II ! I II II ! i I ! II II II ! ! ! ! II II II I ! L ! II I il! II II II ! II I1 II III II II II 1 ! W cr. II II II II III I li I ! II II ! I ! I II ! ill ! ! II II I ! ! ! II II ! Ili II II II - - � ' a - - - � - - - - - I— i- - - - — - - - I - - - I- - - O o BEAM A' BEAM 'A' - -!+ - - -! - - -T - - - - 4 - - - , - - - � I - - - - f 1- - - �I- - V - - —! i - - -I ! - - -!� — - - - -f 1- - - 0T- - - �!- - -! II ! ! it II II ! I i ! II it II II II it I ! II II ! ! li II II II II II II it II ! ! II If I ! ! I I ! II II II II II ! I II I ! II II i ! II II I ! II ! i II ! i 0 II II II II ! I II I ! II II II II II ! i II II ! I it ! ! II II I ! II II II ! ! II ! ! II II ! ! II II II I ! II 11 II it II II ! ! II II II ! I I ! II ! ! II II (_J l..! U Li U LI Ll L1 U U I_J U L-1 LI L-1 U U ILI LI LI Ll L-1 IJ L.l I J fy 1 2 z � FRAMING PLAN Q ' 4X 12 RIDGEILI 1 1 2 0; r � O BEAM 'D' 10x14 PURLINS ' O coW C) 12 RAFTERS SHALL BE 4X10 @ 36" OC MAX. ALLOW FOR 12" 8� m (2) 2X 12 OVER FIXED GLASS m OVERHANG AT EAVES. U) I In 0 r� 0 as A� i ml_ BEAM 'B' `i BEAM 'C (OVER DOORWAYS)' X1, BEAM 'B' F RA M I N G BEAM 'A' BEAM 'A' PLAN 1 . 26 . 2026 0 I N 0 ME r A, SIC * w n w ysFp 0�7006.N 4 2 AROF E SS�0 - I I - - - SOUTHOLD'(unA JOAN CHAMBER PLANNING BOARD (631 )294-4241 I 72'-0" 12'-1 1" 6'-2" 12'-1 1" 1 1'-9" • " i i r 8"x 48' POURED CONCRETE FOUNDATION WALL r_ __ - -_ __ -. - __ - .__ -. __ - _� ! o I - - - - - - - - - - - -_ ON 24"x10" POURED CONCRETE FOOTING. � ! I ( I ( #4 HORIZONTAL REBAR @ 24" OC ! ! I 1 ( #4 VERTICAL REBAR @ 36" OC I I L .- - - - - - -- - - - -- - - - - - - - - -- - - -- -- -- - - - - -i ( 3-1/2"x1-1/2" KEY AT FOOTING (2) CONTINUOUS #4 REBAR @ FTG. / I EXTERIOR OF FOUNDATION WALL TO BE SEALED W/ ! A WATER PROOF TAR MEMBRANE PRIOR TO BACKFILL ! j I SILL PLATES (WHERE REQ.)SHALL BE 2X6 ACQ & BE INSTALLED ABOVE A SYNTHETIC FOAM GASKET & TERMITE SHIELD ! { 2X10 FLOOR JOISTS SECURE PLATES W/ 5/8"x12" "J" SHAPED ANCHORS BOLTS @ N I ! PROVIDE 4" DEEP LEDGE TO ( ( 4'-0" OC & A MAX. OF 12" FROM ALL CORNERS. SUPPORT JOISTS BOLTS TO BE GALVANIZED OR STAINLESS STEEL & BE INSTALLED IN THE CENTER OF EACH PLATE & BE FASTENED WITH 3"x3" WASHERS & 3/16" BOLTS. I I I I • ( 4" REINF. SLAB @ WASH STALL. ! I i SLOPE SLAB TO CENTER DRAIN @ 3/8" PER FOOT MIN. 2 , / s ,' / ! BRICKS" THICK POURED CONCRETE SLAB • ! ( ( TOP OF BRICK TO BE LEVEL W/ TOP OF FOUNDATION WALL I ! I • • ( PROVIDE EXPANSION JOINTS @ PERIMETER. (.o I ! I ( 6X6-10X10 WWM REINFORCEMENT PLACED N ! I I I BETWEEN CENTER AND UPPER 1/3 OF SLAB SECURED IN PLACE DURING POUR. GRAVEL UNDER SLAB TO BE 2" DIA. MAX & i 6" DEEP MIN. ON COMPACTED SOIL i ! t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - -- - -- - - - -- - - - - - -- -- - - - - - - -� I 7 AL i ! 3" LAYER OF CEDAR CHIPS IN HORSE STALLS P ( ! ON 1" RUBBER MATS OVER 4" OF CLAY OVER COMPACTED SOIL. z I TOP OF CLAY TO BE 4" BELOW TOP OF FOUNDATION WALL. ui I I ( 2X10 FLOOR JOISTS 2X10 FLOOR JOISTS ( O I PROVIDE 4" DEEP LEDGE TO PROVIDE 4" DEEP LEDGE TO ! ! SUPPORT JOISTS SUPPORT JOISTS II r - -- — - — -- -- -- -- -- -- -- -- - - --- -- -- — -- -- - - — - -- - -- - - -- -- - -- — - -- ---- -- ---- ------ -_ - - -- -- -- — -- -- -- -- -- --- -- --- - -- - - ! 10" x10" STRUCTURAL POSTS ATTACHED DIRECTLY TO FOUNDATION WALL W/ CUSTOM I - - - ... -- -- - - -- -- - - -- - - - - - - - - - - - - - -- - -- - - -- - - - - - - - -. - - - - -- - -- --- - - --- - - -- - - -- -- - - � _ STRAPPING. 0 ' NE ry j ! I ! I �� sc co �- -- -- - - -- - -- - - --- -a ! �'� I - -- -- - - - - -- -- - -- -J * 3 Z AROFESS\�NP I FOUNDATION PLAN � o o 00 0 N D D D D D D D D D D D D D a BRICKS SET IN MORTAR ON I l it l I I I I I I I I I I I I I I;I III IIjI I I I I I I I I I I I I I I I I I I 'I I I ° � ° IIIII ,IIIIIIIII 1111'III11111111111 1111111111 'IIIA 2 - -_ , ► ,- 4 " REINF . POURED CONCRETE SLAB " FO U N DAT I O N ► -_ ►— _ _ -; I __ - , __ _I ____ ON 6 GRAVEL BED . TOP OF BRICK TO BE LEVEL W/ 1 . 23 . 2026 o -----I I- -- I— = TOP OF FOUNDATION WALL —_ 3 LAYER OF CEDAR CHIPS IN HORSE STALLS __ _ ; ► __I , __ ; ; ; ___I I , �____; ,__ ° �______ __� _ ON 4 OFCLAYON 1 RUBBERR U R COMPACTED SOIL . IT —I I - , ,__ a I TOP OF CLAY TO BE 4 BELOW TOP OF F O U N D AT I O VVA L L . MAR 17 2026 SJUTHOLD TOWN JOAN CHAMBERS L .. pL,�1414G BOARD (631)294-4241 METAL VENTED RIDGE CAP I j i I t I i I ; FIXED SKYLIGHTS BUILT ON SITE i I ( � i i I i i ! i i ! METAL STANDING SEAM ROOFING I i i I I I 1X10 CEDAR SHIP LAP SIDING (2) 3'-0"x4'-O" CASEMENT WINDOWS if I r i l SOUTH ELEVATION Z W i I i i I 12'-0"x4'-0" FIXED GLASS W/ � APPLIED MUNTINS. �— 12 8 � 1 ■ N ENCLOSED BARN DOOR HARDWARE �� 1 i i i I i O 1X8 PINE FASCIA W/ 1X3 DRIP CAP W O ALUMINIUM GUTTERS & LEADERS TO �/�•/ ! I DRYWELLS ^ 1 12'-0"x12'-0" SARN DOORS TYfP. i ! + t i i I i i i ( i 12'-0"x 1 2'-0" BOARD & BATTEN BARN DOORS A� 3 i I ( i i I EXTERIOR j I i I ELEVATIONS i I i I 1 . 23 . 2026 EAST ELEVATION 0 NEPj y 1 v r W n W in 2 0 006- AROFESS���P G3CC��LI�I�D MAR 17 2026 JOAN CHAMBERS ,Jd0gOLD TOWN PLANNING BOARD ���117Ad_d7d 1 j j I I i i I METAL VENTED RIDGE CAP I � FIXED SKYLIGHTS BUILT ON SITE I I ( I I i I I I i i I i i j I I I I I I METAL STANDING SEAM ROOFING ! ! I I ! � i ! i ! ! I I I ! I I ( 1X10 CEDAR SHIP LAP SIDING I � ! I BOARD & BATTEN DOORS I I I I I NORTH ELEVATION �-- W k4�) ry ! ! ry ! i 12'-0"x4'-0" FIXED GLASS W/ O 12 ! -ILI I][] APPLIED MUNTINS. �_ O O 8 Mir 00 p r ENCLOSED BARN DOOR HARDWARE 1X8 FASCIA W/ 1X3 DRIP CAP I ! ! ALUMINIUM GUTTERS & LEADERS TO DRYWELLS 12'-0"x12'-0" ESARN DOORS TYP. A�4 I � I ! i I 12'-0"x 12'-0" BOARD & BATTEN BARN DOORS EXTERIOR ELEVATIONS ! 1 . 23 . 2026 0 NE OJT WEST ELEVATION W 07-7006.'� AROFESSI c>>CD MAR 17 2026 SOUTHOLD TOWN JOAN CHAMBERS PLANNING BOARD (F'�1 l�Ad_d7d 1 i METAL VENTED RIDGE CAP 4X12 RIDGE 4x10 RAFTERS @ 36" OC MAX. ALLOW FOR 12" OVERHANG AT EAVES. METAL STANDING SEAM ROOF INSTALL AS PER MANUFACTURERS INSTRUCTIONS SYNTHETIC ROOFING MEMBRANE 5/4x10 PINE ROOF SHEATHING 10x14 PURLINS ANCHORED TO 10x10 POSTS --- ---? ---�- - ---'�—�_--�_'-�= 12'-0"x4'-0" FIXED GLASS OPEN TO END WALL - j i! - OPEN TO END WALL— NA 10x 14 BEAMS TYP. � I 1X8 FASCIA W/ 1X3 DRIP CAP �\ ALUMINIUM GUTTERS & LEADERS TO j \ I DRYWELLS j ! 1x6 VERTICAL OAK SIDING @ INTERIOR SURFACES ON 3x4 HORIZONTAL FRAMING BETWEEN POSTS. M. ! / WASH STALL TACK R `�- f ---� BRICK OVER 4" REINF. SLAB @ WASH STALL. --- ( SLOPE SLAB TO CENTER DRAIN @ 3/8" PER FOOT MIN. 71 DRAIN TO DRYWELL ON SITE. I BOTTOM OF 1000 STRUCTURAL POSTS WILL BE ! ' i ! ANCHORED TO 10" WIDE CONCRETE FOUNDATION i 2X10 ACQ FLOOR JOISTS @ 16" OC I WALLS W/ CUSTOM STRAPPING. TO BEAR ON RECESSED LEDGE OF ! LOWER EDGE OF SIDING, SILLS AND POSTS TO BE FOUNDATION WALL. 8" MIN. ABOVE FINISHED GRADE. i SILLS INSTALLED ABOVE A PLATES (WHERE ESYNTHETIC FOAM GASK) SHALL BE ET FINISHED FLOOR AS PER OWNER ACQ/ I & TERMITE SHEILD. SILLS TO BE ANCHORED WITH 5/8x12" 'J' ANCHORS @ 4'-0" OC MAX. It 10"x48" POURED CONCRETE FOUNDATION WALL ON 24"02" POURED CONC. FTG. BOTTOM OF FTG. TO BE MIN. 36" BELOW FIN. GRADE. Lmu ° ( #4 HORIZONTAL REBAR @ 24" OC - - - - - - - - - - - - - - - - - - - - - - - — Tl- - - - #4 VERTICAL REBAR @ 36" OC ° ° ° ° 3-1/2" x 1-1/2" KEY @FTG. - -- -- -- - - - ._.._. __._. — 1- — — — — ° ° - — — — — — — — — — — -- — (2) CONTINUOUS #4 REBAR @ FTG. SECTION # 2 r Z of W MMENIRM k4L) ry 0 o FIXED SKYLIGHTS BUILT ON SITE 00. Z r 1 I it r ;.i it E OPEN TO END WALL - li �i E OPEN TO END WALL M , VV 0 A�5 BRI S ET)N KORTAR ON// x ( ! ! 4"'/' K POUF�D\C.IONCR,ETE/SLAB \ j HORSE STALL TDP F BRICK TQ �E ILEVEI� W/ HORSE STALL T�ofFNDATrbl wA� - --- ( SECTIONS PR�OUIDE EXPAN 10 JOINS@ PERIME R. I I I ( EACH STALL TO BE PROVIDED W/ CUSTOM SIZED � /� METAL SLIDING DOOR BY OTHERS. i 6iX6OX�1,0 WM R--IMFORC'h T L ED I BETWEENXEM/TER AND UPPIER 1/ SLA j ! 3" LAYER OF CEDAR CHIPS IN HORSE STALLS 1 . 2 3 . 2 O 2 6 ! I I I ! ! COMPACTED RUBBER MATS OVER 4" OF CLAY OVER SECUR ff, LACE DURING P i I i I j GRA ND R ALA f0; BFF�� 2" DIA. M ! I TOP OF CLAY TO BE 4" BELOW TOP OF 6;' P MIN NOD P 'GCE SOIL ! FOUNDATION WALL. O NE r Co I a - — — -- — — — — — — — — -- -- -- -- --- --- --- --- ---- -- --- ---- ---- -- --- -- -- - t Z sFp '�T7006.4 ti 2 AROFESS���P SECTION # 1 QMMM77o MAR 17 2026 JOAN CHAMBERS SOUL HOLD TOWN PLANNING BOARD (631 )294-4241 I GENERAL NOTES TABLE R602.3(1) ,NI �� � � � INSTALL CROSS BRIDGING @ 8'O.C.MIN. 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ,, SIMPSON STRONG TIE CS STRAP State, County and Town Department Regulatioros, Utility Company requirements and AT EACH STUD AND RIM JOIST best trade practises. COMPO M-T LOAV IWILMO GA)IIII!AN6M00119 H~Actrll 13Y 2. Before commencing work the Contractor small file all documents required by the NUMBER AND r�"i✓;� SIMPSON STRZIIN15-TE GOt#iPaGTORS Building Department, pay all fees required by local agencies and obtain all required DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS MOt7f3.No.L.Sf.�Ix225j.5SUZIO OIR permits. EWYAL11i AT Ib1/EiRY RAFTER TO Ill G C I L [ ICE 6 5 USE 5/8"BEARING PLATES AT GON1\11EC.TiON i^iCH RAFTEIII t70 NOT ALIGN 3. The Contractor shall visit the site and veritfy all dimensions and the existing EACH 5/8"DIA.x 12"ANCHOR BOLT conditions affecting the work prior to construction. Any discrepancies which would JOISTS TO SILL OR GRIDER,TOE NAIL 3-8d 45YT 5UM 50ARD(1l.2 kiJ -7'0 BOLT SPACED 6-0"O.C. #11LIMGANE ANCh10R5 Ii,~A oTtJNMD 13Y Interfere with the satisfactory completetion of thie work described herein shall be � � � / 12"FROM EACH END 5fMP5 E G 0N STRON5-T10NN56T0;* reported to the architect or property owner. Dto not start work until such conditions MOM No.L.STA24 OR APPTtOV� have been examined and a course of action mutually agreed upon. Failure to notify 1"x 6"SUBFLOOR OR LESS TO EACH 2-8d � IT�a IVALVirr AT EVERY RAFTER TO RICE JOIST,FACE NAIL 2 STAPLES,1 3/4" SU�a* NPR'D ST17 .. GHA*I'�1I;:1,+• the owner or architect of unsatisfactory conditions will be construed as an acceptance GONIlWTiON"i KAI ALl&4 of the conditions to properly perform the requirced work, COVE RI NOS, R C7 O I° AND N A L.',,, WALL STRAPPING & SILL PLATE ANCHORS FLOOR JOIST BRIDGING 4. All work is to conform to the drawings ancd specifications of the architect and Ri> engineer consultants. 2"SUBFLOOR TO JOIST OR GRIDER,BLIND AND FACE NAIL 2-16d ASPHALT SHINES 20 5. The Contractor is to maintain a complete and up to date set of plans on the 16d iS�M 5firW"ATHINS /2f.job site at all times SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16"O.C. r 6. The drawings are not to be scaled under zany circumstances. PL.7." (per I/i 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures TOP OR SOLE PLATE TO STUD,FACE NAIL 2-16d d II including storage and toilet facilities,protection off existing work to remain,access to RIC�7iw� INSULATION, 1/2,-In s work area, hours of permitted work,availability o)f water and electric power and all STUD TO SOLE PLATE,TOE NAIL 3-8d,2-16d ) other conditions and restrictions for this particular location in order to execute the SINP�z �F'LY 5I- T I++IATLR Oi'ING RANE S 0.77 TOP PLATE work in a careful and orderly manner with the least possible disturbance to the public. 10d 24"O.C. 8. The Contractor shall make the neccesar arrangements to utilities and services DOUBLE STUDS,FACE NAIL TYPICAL LCCCS CONNECTOR y g IB•TUI-IINOIJS,SNIIIII 5tt1r21`A(Z CONNECTING A 3PLY LVL AND A 3-1/2" temporarily disconnected while performing the waork as required. I IATI�RC9 II'I7 M2 r :ANE I.5 DIAMETER STEEL COLUMN yp 9. The Contractor shall provide all dimensions, and cut-outs for other trades. SOLE PLATE TO JOISTS OR BLOCKING 3-16d HEADER d 10. The Contractor shall provide proper shorincp and bracing for all remaining structure AT BRACED WALL PANELS 16"O.C. -SIMPSON STRONI TIE HR8 prior to removal of existing structure. �� ' J N �' Q I N S S OR SIMILAR TYP.. e 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed r SIMPSON STONG TIE A23 OR r t i`� L"` ■ �C I � 1wrr 1/ # persons who shall arrange for and obtain all required inspections.The General CERAMIC 2 Ili C� �t 1' I /r SIMILAR @ CORMERS TYP. t DOUBLE TOP PLATES MINIMUM 48"OFFSET OF CAN I/24M. MORTAR. pT,�+ Contractor shall be responsible for scheduling atll other inspections as required. END JOISTS FACE NAIL IN LAPPED AREA 8-16d ) 12. The Contractor Is solely responsible for comstructlon safety and shall hold the I•LUt IN✓ ! A c� owner and architect harmless from litigation aris>ing out of the Contractor's failure to 1 provide construction safety means and methods.. LINOLEUM A-501 T TILE, I/4-im I � BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d TOP PLATE,TOE NAIL W17 LOORINIS, /4-�1• I SIMPSON STONGo TIE A23OR CONSTRUCTION NOTES SIMILAR @ CORMERS TYP. 1-MOBS. HOOD JOIST (n� I to t I�4% 16-ift. 1. All footings shalt rest on undisturbed Boll at a minimum of 36" below fin. grade. RIM JOIST TO TOP PLATE,TOE NAIL 8d 8"O.C. .,IOI51'SI,Z`Cra i�l � � � �?�",, U,C�.. NAILING/FASTENER SCHEDULE 2. Poured concrete shall have a minimum psi <of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 2� 9 6 S copper termite sheild. FACE NAIL 2-10d �, RIDGL STRAPPING 4. Shingle siding shall conform to ASTM D 36179 and be installed in accordance 2x8 g & with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16"O.C.ALONG EACH SIDE 2x1 Ca STRAPPING - WINDOW AND DOOR FRAMES GIRDER CONNECTION TO PIPE COLUMN t,pon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and strucctural wood components shall be 16d 16"O.C.ALONG EACH SIDE :2XI2 $ 'T #2 or better Douglas Fir. CONTINUED HEADER,TWO PIECES aD COMMON @ 5" Oc @ 4-0• PERIMETER ZCNr T All framing techniques and methods shall be as prescriptive design based on E R A II _ PARTITIONS eD COMMON @ 12" oc PANEL PELF, AF&P Wood Frame Construction Manual for One and t FamilyDwellings (WFCM) CEILING JOISTS TO PLATE,TOE NAIL 3-8d }, OR 'ST�L. S�f I/2-Tit, OOP. VOTH 51M5 �0 BD COMMON @ GABLE_ ENDWALL RAAKEEtwo 9 or as specified In R301.2.1.1 8. All building envelope components shall cornlply with Chapter 6 of the Energy CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 4-8d r- R A fall E HALLS Conservation Code of the State of New Yorfk. 9. Fireblocking shall be provided in all wood (framed construction in accordance CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d I:X=F: OQ STLV KAl„LS; PROVIDE (3) 3/8" THDU BOITS with NYS Code R 602.8 to form an effective fftre barrier between stories and EACH END OF COLLAR TIES TYP. between the top story and roof space. RAFTER TO PLATE,TOE NAIL 2-16d 2x4 a 16-4ft•,,5/5")'t_ OYPSUM, yr CDx PLYwD. SHEATHING 10. Protective panels shall be provided for lazed openings ILo SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3" OC EDGE g P gs in accordance with INSULATI , ;'•lB-Nt. 5I 3II�IG) CONNECTING RAFTERS TO 6D COMMON G� 6" OC FIELD NYS code R301.2.1.2 if they are required. 1. All portions of the new structure are desu,ned to comply with local geographic 2-8d TOP PLATE:; @EACH RAFT rR p q p y geo ra hic 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2 STAPLES 1 3/4" 2x6 a Ida-ITt.,5/5-ti(S'f'PSUM, and climatic criteria as stated in the following table. (NSVLAT ,516- R 51DING ;"'( ED EOUIVAFENITMTO TIE RIIM BOARD GEOGRAPHIC & CLIMATE DESIGN CRITERIA To DOUBLE PLATE YP, z-sit IM;X1C? STiT HALLSrrllT#�I '1 s�ZIGK.Vt�' ,"3 1"x 6"SHEATHING TO EACH BEARING,FACE NAIL 3 STAPLES 1 3/4" k�f"TCp GROUND SNOW LOAD 45 psl r WI+IO:HT'S Or- MA+rC..aONR'lt' IIh1SsrLU!_-;Ii II'RORT.tStR SJT NOT PLASTM�. r-CR I, WIND SPEED 130 MPH PLASTER,AM 5 II III EAeH rAGI" PLAsTL�t?, VALULS SEISMIC DESIGN CATATGORY B 2-8d (51Vi RZ- 5ENT AVL--"RAGC5, IN 511 CASES T?r EVZ 15 A PROM I T T TIE H6 OR WEATHFROST LINE N'JG SEVERE WIDER THAN 1"x 6"SHEATHING TO EACH 4 STAPLES 1 3/4" CONSIOVRABLE RANG �Or NZ14 fT FOR TfC "SAII C ONSTR C'Z'I�'LI Fouly l ANT TO O PI_ STUDS FROST LINE DEPTH 36" BEARING,FACE NAIL TAP FY T7" PROVIOr DE E SFLOORS T 6 TYP.LATE & DECAY SLIGHT TO MODERATE 20[& ECG CIF.NEN YORK, aTATC, 1/2"CDX PLYWOOD TERMITE THREAT MODERATE TO HEAVY + FASTENED BY PROVIDE SIMPSON H6 OR WINTER DESIGN TEMPERATURE 1 1 BUILT-UP CORNER STUDS 10D 24 O.C. 3/8"x 3"SCREWS WITH EQUIVALENT To TIE WALL STUDS " RAJ` I.5z PERMANENT' GERTIF GATE -• SHALL BE COMPLETED BY THE TO PLATE & BAND JOIST @ 16" FLOOD HAZARD AS NOTED ','x,Ll STUD WASHER @ 16"O.C. OC TYP, GIRP.C47,NAIL EACH LAYER AS FOLLOWS. I Off, 11,J"TEFEV DES � PI FES',,,,+' •IONA AND POSITED IN 211NCH LUMBER "t`RR LAYERSERS ANDBEAMS, 32"O C AT TOP AND BOTTOM AND THE UTILITY I- rt OTHER APPRO�/EI: LOCATION IN51t�E THE STAGGERD TWO NAILS AT ENDS 8D CO IONFLOOR 6"CC ELECTRIC SYMBOLS SYMBOLS AND AT EACH SPLICE OJILD INC SD COMt,�ON @ 6" OC EDGE LLK,AT96N USP NOV.1ER CaE 1 f;,N Af"PUr-ATION 8D COMMON (,, 12 OC FIELD 2"PLANKS 2-16d AT EACH BEARING UJ TO tSTA 16 UPLIF` STRAP R RECESSED CEIL. FIX. EXIST. WALL R402.a2,4; ATTIC OR +'ARIL �.J"PJ�CE .,CM5 "" SHALL Dr-- 4" - 6� RAF1 1? PT113 10-3/4' x 18go. T,,)I Pfid ANC"OF PROVIDE APPROPRIATE VFTPt. CONNECTION WALL TO FOLIIJDATION ROOF RAFTER TO RIDGE,VALLEY OR HIP 1AEA^fit_E STR Pip{ AND I S I �+ O LEVEL EO +V r E p TO dkk:h! i?Ai IF1t PLATE WASHER, NUT &ANCHOR N1EA 1>f"s1-«r"�+""°J s[•Ir-r-LG /°'+3YY t9`k:,,aa{,,i{.,.ATL{ Ttwr LL. I,,,,. F�S.%kTI Y'.ALr,-E'(T I V Wv n-8d corntilOrJ NAILS @ EAOH F JD. TOE NAIL 4-16d BOLT TO TIE SILL PLATE TC D� DOOR OPER. SWITCH _ DEMO. WALL THE IN9JL.ATIC�N ON THZ- �.�..I' RROUNDING SURFACE-- -- 12" r(.hr'TEs't t�'2a: 21-t,f6" x :?0grs. T`#ilC5Pd�1 ,A.NCH�'ifi , rv1P.50NRY FOUNiATIOrJ TYP @ FACE NAIL 3-16d S! H RdrTER 6'-0' CC FOR 1 STORY, 3'-0" FOR F REC. FAN & LIGHT NEW WALL A-r �q AIR y g a y p� .�t y9�A / 5 OPENINGS ANORIES D BOLTS TO BE KAN.& R4V�."'t`� /^5tt'+., LEAKAGE -'"BUILD.NS:::* rHt:-'s..l-1,.r�cL"EN��LO. SI'IJ^tLL BE STORM PANEL TYPICAL 2" GEEP SWITCH ADD INSUL. @ WALL RAFTERS TIES TO RAFTERS,FACE NAIL 3-8d C.ON5TfZ_,TE-:0 TQ LIMIT AIR'LI AAIGA-S>r TO < 5 AIR CHANCES PER WALL SCONCE ( WINDOW TYPE WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND WALL SHEATHING TO FRAMING, HOUR. GROUND FAULT OUTLET /A DOOR NUMBER AND PARTICLEBOARD WALL SHEATHING TO FRAMING R402.4.1.1: INSTALLATION .. 'THE COMPONENT-5 DF TE BUILDING SWITCH QPER. DUPLE ��� SECTION MARK 6d COMMON NAIL THERMAL LNVELOPE SHALL BE INSTALLED IN,AGCORDAN;E WITH Z ' o -0 UNDER CAB. FIXTURE ELEVATION MARK 5/16"-1/2" (SUBFLOOR,WALL) 8 12 THE CRITERIA LISTED 1N TABLE Ii� REOl1IRE1:1' SY R-3,01.2.2. PROTECTION Oli OPENINISS. EXTERIOR SLAZIM6 IN BJILDINISS LOCATED IN 8D COMMON NAIL(ROOF) CCOE OFFICIAL, AN APPROVED THIRD PART T SHALL INSPECT ALL UJ / NINJOORNE VEDRIS RE61ONS,SHALL BE rROTEaTED FROM HINVEORNE VMI APPLIANCE OUTLET IF iw1W-01 MILL WORK NUMBER GLAZED OFENI FR0TrKrTION FOR I^IINVI301 r; DE51' 9 SHALL MELT THE e 12 COMPONENTS AND `+/EDIFY Gc.7NIPLIANGE, REOUIRE MNTS OF THE LARD MISSILE TEST OF A5TI''�I E Igt96 AND ASTM E I&M AS � QUAD OUTLET A-01 APPLIANCE NUMBER 19/32"-1" 8d COMMON NAIL H7Z HURRICANE TIE-DOWN M mIrIE'AC9 lH sEGTIOtt COI Z.I Z.I.6ARA6E DOOR 51_AI OlI I°q OTE6rION #"04, 10d COMMON NAILS OR R402.4-I.2k TESTING - BUILDING (,7R VI gELL-INiS7 UNIT 'SHALA_ BI"" ry NINDBORN5 DFDRI5 SHALL MEET THE REOUIRZMENTS OF AN IMPACT-FZE615TINC S SMOKE DETECTOR I P 1 PLUMBING FIXTURE 1 1/8"-1 1/4" 8 12 / STANDARD OR AN51/DASMA IIS. (Si TAME sELow3 kitv� 8d DEFORMED NAIL TE5TE:V AND' VERIFIED AS HAVIN.� <_5 ACH50 IN C:Z4A, 5, A&A. O C CO2 DETECTOR 4 INTERIOR ELEVATION TESTING SHALL BE C.•C�NG'XTET� BY AN APPROVED THIRD PARTY, MENOWERM EXCLT ON: SPACING OF FASTENERS HOOD STfrXTURAL PANELS HITH A TIiIGKNG r5 OF NOT LESS THAN ''X, 11 i AND A CEIL FIX, DESCRIPTION OF DESCRIPTION OF �4Q�,sS,dl C.C?F�"3U5TIC�I�I GLt�S�'75 . � CC>NTA�NING SPAN OF NOT MORE THAN 5 FEET SHALL.BE PlrRhtITTED FOR OPEN°M5 PROTECTION, BUILDING MATERIALS FASTENER EDGES INTERMEDIATE SUPPORTS LPT4 PANMZ SHALL ME PRECUT AtNU A-rTACHIM)TO THE F"MING SURROVNPINO TfC L-BURNIN5 APPLIANCES UIRE SPECIAL CARE. CPENINS CONTAINING THE FROVXT AITH TffB OLAZID OI'ENINO.PANELS SHALL BE ABBREVIATIONS EXCEPTION; DIRECT VENT APPLIANCES KITH BJTR INTAKE ANC FRE117"RILL.ED A5 REGIUIRED FOR THE AW_+#ORAE5E METHOD AND SHALL SE SECURED 1/2"REGULAR CEFFULOSIC 1-1/2"GALVANIZED ROOFING NAIL Sd � l�y�.�,� ADJ ADJACENT MIIN. MINIMUM EXHAUST PIPES INSTALLED 6ONTIN'.}CU5 TO THE OUTSIDE KTH THE ATTA&4MINr HA 4ARE r in" IOW. ATTAG+fli 5HALL BE L ISt�D TO 6 MFR MOISTURE RESISTANT FIREBOARD SHEATHING COMMON NAIL STAPLE 16ga 3 Q (7)10d x 1 1/2"NAILS TO PLATE RESIST THE C.OMPCNET AND GLADL31tdG LOADS DETEIZ14INM IN A-405DANCE KITH ALUM. ALUMINIUM WAN MILLWORK 1-1/2"LONG 0 (7)10d x 1 1/2"NAILS TO STUDS I EITHM TABLE R-OI APPD. APPROVED R4t'.,5 3.2. DU..T SEALIMS DUCTS ,AIR, HAXVLERS ANC FILTER ��` OR A -Ir YyITFI T P�',I'�IANI�N'r Gf3RRD31�I-R�SE5T�1T NI(C NOT IN CONTRACT /" ,r" .. BED. BOARD 4 r r ATTACHMENT HARDWAPM PROVIDED AND ANCHORS f ER''�1ANENTL'Y'r IALST C�ON THC OC ON CENTER -1/2"GALVANIZED ROOFING NAIL 8d RAFTER TO PLATE & WALL FRAMING FLOOR TO FLOOR CONNECTIONS I�uILP2INEi, ATTAe+aMENT IN AGGofZAANCJE I'�IITH TAB I�01.2.I2 IS E'EIZMITTEI� Eon BRK. BRICK CIS OUT SWING 1/2"STRUCTURAL BOXES S-IALLi., BE"5EA_ . BOT. BOTTOM COMMON NAIL STAPLE 16ga 3 6 13EJIL37INCi5 IaIITtI A MEAN RC1G�4IEl�ri#T Or FEET OR LESS WHEN THEUL'tCMATE OP'G. OPENING FIREBOARD SHEATHING 1-1/2"LONG ry DE5I6N)VIND SPEED, 15 IW MPH OR LESS. CL CENTER LINE PL.. PLATE R403.3 5t DUCT TESTIN�.r�" - DUCTS SMALL BE PRESSURE TESTED TO CLG CEILING f- PLIUMB. PLUMBING TABU all.2.I,21 WINt7tNE t�Et�.l5 PROT'ECTIGIN I"'AS.,(I=NII°l�i COL. COLUMN 1-112"GALVANIZED ROOFING NAIL Bd DETERMINE AIR L��,.A�E, CONC. CONCRETE PL'.YWD. PLYWOOD 25/32"STRUCTURAL CEFULOSIC SCHEDULE FOR 4D STRJGTL)RAL PANELS CONT CONTINUOUS S PT-. PRESSURE TREATED FIREBOARD SHEATHING COMMON NAIL STAPLE 16ga 3 6 EXCEPTION �iT LEAKA TAT 15 NOT REOUIRED WHERE ' n PNJT. PAINTED 1-3/4"LONG THE j'a1,ICTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN V' CT. CERAMIC TILE ■ �AST�II�c.S�''AGING' PV/C POLY VINYL CHLORIDE DEMO. DEMOLISH THE 5UILDIN0, THERMAL ENVELOPE. FASTENER TYPE i"C30T' 6 FOOT DIA. DIAMETER RCP REFLECTED CEIL. PLAN 1-1/2"GALVANIZED ROOFING NAIL 8d SIMPSON GAL.ROOF STRAP PANEL S¢yf�j j =�i L SPAN t PANEL SPAN RE-Q. REQUIRED 1/2"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga 4 8 @ RAFTER TO RIDGE ' DWG. DRAWING RMA. ROOM PE W OR S R�.3.5: BUILF?IN.0 CAV TIES - SHALL L NOT ESE U AS OUC.�TS OR FOOT <6 FOOT '� S FOOT R.(O. ROUGH OPENING SC''RE3^I EA. EACH SINVI. SIMILAR 1-1/2"GALVANIZED ROOFING NAIL 8d PLEN S �• '� �� ELEC. ELECTRICAL ICE SHIELD UNDERLAYMENT BASEP A+NC44OR WITH 2 I6 IO $ ELEC. ELEVATION SP?EC. SPECIFIED 5/8"GYPSUM SHEATHING �Pl MON NAIL STAPLE 16ga 4 8 II''CM EN'BEPMENTT LENCGTH EQ. EQUAL TT& STEEL E W OR S Ry a I' - SYSTEM 'IPINa INSULATION - GARRYIIda O T I& G TONGUE AND GROOVE FLUIDS >105OF` OR-<55`F INSULATE TO R-5 Y,,"N.EXIST. EXISTING ,' TEIL. TELEPHONE � ' NO. ICZ Y"IUCJD' vGR.EW EXT. EXTERIOR WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING BASED ANCHOR P41TH 2 16 Irk Q F.P. FIREPLACE 10).TBI TO BE DESIGNED O It�Cil-I El�EI7`h�IEI�tT L�idEiTf-I FR. FRENCH TO). TOP OF f��»" .�ta I��,''.hIArNIIiAI,.. VENTILATION - THE $LIIL.L'7It�IO SHALL $I" ATEACH SIMPSON A A HURRICANE TIE TYP. TYLP• TYPICAL 6d DEFORMED NAIL OR PROVIDED IC ED KITH VENTILATION 7rtA+T MST 5 THE REC UIREMIENTS CIF O AT EACH RAFTER-TO-PLATE CONNECTION GALV. GALVANIZED 3/4"AND LESS 6 12 UN•10 UNLESS NOTED OTHERWISE Bd COMMON NAIL USE 5-8D NAILS AT RAFTER X IWH L.� SCA1 A GWB GYPSUM WALL BOARD IRG/IMG. HVAC HEATING, VENTING & VIF VERIFY IN FIELD r AND 5-8D NAILS AT TOP PLATE BASED ANCh4OR KITH 2 Ida 16 1[a W// WITH THE MECHANICAL VENTILATION RATE SHALL. $E NO OREATER C0 O AIR CONDITIONING 8d COMMON NAIL THAN INChI EM'Br,�-i�'MENT LEt�ICT�f wn. wooD INSUL. INSULATION WR WATER PROOF 7/8 - 1 6 12 N T- INT. INTERIOR 8d DEFORMED NAIL 0.01 X CPA + `�5 X (# Or BECROC 1P , + I! IS IN SWING XP,°S EXTRUDED POLYSTYRENE *CPA C CONDITIONED FLOOR AREA a� d. '0415 TABLE 15 5A5t-Cl, CAN 1150 MPH ULTIMATE LBS POUNDS PROVIDE 8d COMMON NAILS Z *-517N KND 5P,=I7 AtNP7 Ar S5 ("QIOT MEAN ROOT MAX. MAXIMUM @ 4"O.C.AT EXTERIOR EDGE OF ALL f ZICFIT. 1 1/8"- 1 1/4" t Od COMMON NAIL SHEATHING MO. MASONRY OPENING 8d DEFORMED NAIL 6 12 R-403.` - EOUIPMENT SIZING -• PER AGCA MANUEL 5, BASED ON b. ENST OF SfYALL DE RU�1C�.oTU AwL� AT�or> oSII LOAt75 GALCULA'-EIS PER ACCA MANUEL J. �. �^E 'I`HE YJC�OD �Tf�.WTURnL PANEL. TABLE R307.5 MINIMUM UNIFORMLY DISTRIBUTED LINE LOADS(in pounds per square foot) I"A,STE IEf 5 SHALL 11312- LOCATED NOT LESS THAN LIVE R404.1z LIGHTING - A MINIMUM OF -I5% (7- PERMANENTLY A�6 INCH MOM THE ED'SE OP Tf� PANEL. USE LOAD TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INSTALLED FIB sEc��� HA,� HIGH-EI-FIv�+,�.,1• LAMP 5.AW.,HORS SHALL PL ETR'ATE Tf t l OIJOH THE Attics with limited storageg,h 20 LCLED FIXTURE-5 T URE- LI USIT H EXEMPT EXTERIOR WALL. GC?',r'ERINO WITH AN EMBEDMENT ttics without storageh 10 LENGTH OF NOT I-E'SS 114AN 2 INC.HEr�' INTO THE Decli 40 STHD METAL STRAP TYP. SUIL.DIMG FRAME. FASTENERS SHALL EM LOCATED @ EACH JACK POST WITH JOIST Exterior balconies 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH NOTES 5-8d NAILS AT EACH END LENGTH NOT LESS THAN 2 Y2 II'=C44ES �'M THE =7Or; Or- THE Fire escapes 40 TABLE R301_7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS' C'ONCIRZTE BL.00K OR GONGRE TZ, Guardrails and handrallsd 200i TYPE OR LOCATION OF CONCRETE CONSTRUCTIONWeathering Potential b HEADER £'I. PANELS ATTAC HEP Tp MASONRY OR Guardrails in-fill components" 50 A'IA!50NRZ /5TU4'G'CJ' SHALL BE ATT IED UI Passenger vehiclegarages' 50a Negligible Moderate Severe ALLOWABLE ULTIMATE AT E HITHOR AxT ANCHORS, } Of-NG AN Rooms other than sleeping 40 BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE STRUCTU ML MEMBER DEFLECTION 1 . 2 3 . 2 O 2 6 1JL.TIMATE WITHDRAWAL GAPAbGITY � NOT LE5'S rooms 2,500 2,500 2,500b THANI,5C7tJ Pt�^UNDS_ Sleeping rooms 30 NOT EXPOSED TO THE WEATHER Stairs 40c: Rafters having slopes greater than q •� ; BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 3/12 f l With no nish ed ceiling L/180 o � t D EXCEPT GARAGE FLOOR SLABS 11W[E 2,500 2,500 2,500 attached to rafters �•{ ,..( SIMPSON 1-1/4"WIDE20GA. Interior nteor Walls and partitions H/180 MAR 17 2026 METAL STRAP @ EACH STUD BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICAL d F' / 1�]i f �h SOUTHOLD TOWI,I W/5-8d NAILS AT EACH END CONCRETE WORK EXPOSED TO THE WEATHER 0 2,500 2,500 Floors ,and plastered ceilings I f J6� PLANNING BOARD NAIL SHEATHING TO SILL PLATE E(,,. �-f -y {�W/i NAILS @ 4"O.C. All other structural members L/24i,d FLOOR JOIST PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHE (� � N 2x6SILLPLATEACOTREATED 2,500 2,500d•e•r 2500d,e,r Exterior ��11�J Wltll plaster �r �./ � C y 5/8 x 12"ANCHOR WASHER BOLTS @6'-0"O.C. N 1 360 J p�� AND GARAGE FLOOR SLABS � stucco finish * N oc Exterior walls-wind load,a with L/246 r W FOR 511 POUND PER SQUARE INCH=8 585 kPa '��.��t }try p n w a Strength at 2B days pe brittle finishes dI�Y IG� �Zs� QT •f� �el0 b See Table R301 2(1)for wealhenng potential c.Concrete In these bcatmns that is subject to freezing and thawing dunng construction shall be air-trained concrete in accordance with Footnote d p T006' d Concrete shalt be an-entrained Total au content(percent by volume of concrete)shall be riot less than 5 percent or more than 7 percent e See Section R402 2 for maximum ceme Nh s materials content, ,0 r'ti TYPICALSHEAR CONNECTION CRITICAL PATH a For garage floor siwthasteel-troweled lIImd,ct,,noflhe total air wntent(pereentbywir-ofconq-te)to not less than 3petcentispermated0 the specified s"gthof the wncmteta increased to rot less than 4000ps, Exterior walls-wind loadsa with Lj126 ROFESStOe� flexible finishes JOAN CHAMBERS (631)294-4241 I I 0'-0" 5" 9'-104„ --9'-104., 19'-84„ —104„ —102„ 5„ MASONRY PATIO z ( SEE LANDSCAPE PLAN ) W „ :a , „ „ , RAISED PLANTING BED RAISED PLANTING BED ( SEE LANDSCAPE PLAN ) ( SEE LANDSCAPE PLAN ) Q ry \ - -°- - - - - - - - _ — - - - - - - - - - - - -\ - - - - - - a_ — _ __ __ — __ - - - - A• - - - - -y - -: — — — — — — •• — ; - - - - - - - - - - -- \ n r L �.. -• - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — < : I 1 , , 31 ,.�E T 1 NIN. G A�..C:: T1Y '� , "_ • ((IIIiIIIIIIIII j\� I((II((IiIiII II , � 4 • — — — ° (IIIIIIIIIII ,••' —IiiI"(IIIIIIiIIIII .x ' 8 POURED CONCRETE FOUNDATION *CZf sF W ARLO L ON 24"x10POURDCONCRETEFOOTING. #4 HORIZONTAL REBAR @ 24" OC 8'-74 18'- 103 #4 VERTICAL REBAR @ 36" OC 3-1/2"x1-1/2" KEY AT FOOTING (2) CONTINUOUS #4 REBAR @ FTG. EXTERIOR OF FOUNDATION WALL TO BE SEALED �E\ASIJ/ A WATER PROOF TAR MEMBRANE PRIOR TO BACKFISI Lw �Lo fj 2�2 0 C'C� O�N— O CORROSION RESISTANT, ELEVATED POST BASE CONNECTIONS @EACHPOST O POURED CONC. SLAB OURED CONC. SLA POLISHED FINISH POLISHED FINIS CONCRETE 41, POURED 6X6--110X10 WWM REINFORCEMENT PLACED Aal BETWEEN CENTER AND UPPER 1/3 OF SLAB -I o O o SECURED IN PLACE DURING ; f PROVIDE EXPANSION JOINTS PERIMETER. f o FOUNDATION GRAVEL UNDER SLAB TO BE 2" DIA. MAX & 6" DEEP MIN. ON COMPACTED SOIL PLAN 1 /4" 1 '-0D " — 2 . 13 . 26 2 . 27 . 26 00 Is -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - — — — — — — — — — — — — 3 2025 ss LAV RAISED PLANTING BED GRAVEL RAISED PLANTING BED ( SEE LANDSCAPE PLAN ) ( SEE LANDSCAPE PLAN ) ( SEE LANDSCAPE PLAN ) ss' ONBw �� Sc W F777 O N ,, STONE MAR 17 2026 SOUTH',.Co TO-NN FOUNDATION PLAN PLANNING B0P 7.J 1_101., '-10 19'-83" —101„ 5I 4 4 2 o'-o" JOAN CHAMBERS (631 )294-4241 0'-01, 5" '- 101., 9'- 101" 1g'-g3„ '-101„ 10�„ 4 4 4 4 2 Lu Z MASONRY PATIO k1ft:) 0� ( SEE LANDSCAPE PLAN ) 7777777 O i J.. s, RAISED PLANTING BED RAISED PLANTING BED (SEE LANDSCAPE PLAN ) (SEE LANDSCAPE PLAN ) Z U-) 1X10 CEDAR SHIPLAP SIDING (VERTICAL) >; (2) 10'-0"x10'-0" BARN DOORS 1000 STRUCTURAL OAK POSTS TYP. � - - — — — — — -- — — — U[F TO S O ACE LOFT PBO E 2X4 HORIZONTAL FRAMING @ WALLS O � FIN. W/ 1/2" GYP. BD. @ INTERIOR O i t I00--- _ co O I I 10x10 OAK FLOOR JOIST CARRIER I j LL4L W ':.` THREADED ROD TO BEAM ABOVE � — -- - - -- - -- - --10x10 BEAM - - - - - - - - - - - - - - - - - - - - - - A�2 O O STORAGE `° FIRST FLOOR o @� I I POLISHED CONCRETE FIN. FLOOR o @ o �ry I OPEN TO ABOVE z PLAN 0 0 0 o I I m FARM OFFICE / BREAK ROOM o o_ o 1 /4„ _ 1 ,_0,. J 0 'i � o' ( I o POLISHED CONCRETE FIN. FLOOR � I O J I I 60 x 2 . 13 . 26 u- u- o _ x Y I �i Y x - r- N o 0) 2 . 27 . 26 N I v N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1000 BEAM - — — — — — — — — — — — — — — — — — — — — — — — I I - -- -7,_0, - - - - - - - - - - - - - - - - - — HALF I ( DO BATH � I I I Q c4 2X4 @ 16" OC INTERIOR PARTIONS 00 I FIN. W/ 1/2 GYP. BD. BOTH SIDES 00 �— } - -- - - - - - - - - - - - - -- - - - - -- - - - - I 2'-4"x6'-8" PD 2X10 OAK FLOOR JOISTS @ 16" OC I I I Lo (2) 10'-0"x10'-0" BARN DOORS � 1 ~f RAISED PLANTING BED GRAVEL RAISED PLANTING BED ( SEE LANDSCAPE PLAN ) (SEE LANDSCAPE PLAN ) (SEE LANDSCAPE PLAN ) Hof NEW Y 0 i AtOFE SS% , w. , , 7717 .. „ ;STONE RETA] 1 A1:: T 'P: „ :, - .,•.. .;, ,::-- .. ', ;, soup„Ar roW=q PLP.°"!IMG C� Ar-,,D 5„ 1-101„ 9'- 1011, 19'-83" 101" 9'- 101„ 1 4 4 4 4 2 4 FIRST FLOOR PLAN JOAN CHAMBERS (631)294-4241 I— z ui t r% 4 4 " 4'-1 14,, o 36"x 5 " TYP. � I ! ii ' ! i I I I I � ry z00 RAILING TO CODE 00 I I I I � I I I I I I i Q � STORAGE >LU OPEN TO (BELOW I 0 co STORAGE j r— r 0 U) I I < I < i LU w U) u m I L > m um LU > 0 : IUJ I C) ILU I I-- > I > 0 1 In W 0 10 ch rn `_T� �iII1 �.v. I(tII�� IIII lf 101rrT CO C) �iI � m III < 0 Uj > < 1 LU co i co Uj V) I I cf) I m w < z U) 1U) I 1:D I co (:,D) j N 0 0 1 00 U) 4X12 RIDGE !E 1 :5 1— ml- w — — — —— — — —— — ——— —— —— — — —— — — — —— — — - - —— —— —— — — ---- — — — — —— ———— - - X 0 0 co 1�� I LU < I < iM < —1 MloI y w 10 1 10 1 < w I XwIo 0 0 > �D 0 0 1 x m w 0 1 < C) -; III �? 0 LU 0 1 x 10 — A� 3 < < jw 0 1 w Ir 3X10 RAFT61I 24" OC 3X10 RAFT�RSI@ 24" OCII I 3X10 'RA�TERS 24" OC 2\ SECOND FLOOR PLAN 1 /4" = 1 —011 co 00 2 . 13 . 26 ---------- Z i I I I RAILING 2 . 27 . 26 � I I ICI I I li i ! ! li 7/, >11 7777 7 77 7=7, 36"x E3" TYP. -----------'-111" '- 1 1 nl_ 1 ollp ----------4 -------4 4 4 4 4 4 4 4 4 2 5 9'-2" 6 01-01, SECOND FLOOR PLAN . 0 C-2 de w 0 00ro AR�FESS% L MAR 17 2026 So u PONF,NG F.)AI!D JOAN CHAMBERS (631 )294-4241 i METAL VENTED RIDGE CAP I I I I I I I II I 12 8� I , I I � I j 1 X8 CEDAR FASCIA W/ 1 X3 DRIP CAP T.O. PL HEIGHT I j ! I ALUMINIUM GUTTERS & LEADERS TO DRYWELLS I (3) 36x72" TYP. o ( i 1 I 1X10 CEDAR VERTICAL SHIP LAP SIDING F- z T.O. 2ND FLOOR I I ! I I I T.O. PL HEIGHT — - — — ry� I I 9'-0"x10'-0" SLID. GL. DR. 0 I I ! I I i ci r ( I I � I I ry I I SEE LANDSCAPE PLAN FOR STOOPS, STEPS AND RETAIUNING WALLS FIN FLOOR I s ! j Z ') C� PROPOSED GRADE Ln EXISTING GRADE O t d' o SOUTH ELEVATION o0 0 N A�4 I i I I I EXTERIOR ELEVATIONS if 1-011 j I I I I I ! METAL STANDING SEAM ROOFING 2 . 1 3 . 2 6 I 2 . 27 . 26 I I �I , 1X8 CEDAR FASCIA W/ 1X3 DRIP CAP i ALUMINIUM GUTTERS & LEADERS TO DRYWELLS I I ( 36"x 53" TYP. ! I i I NE j ! ENCLOSED BARN DOOR HARDWARE w uw I ZSF '77006-" ' I I oAR IFES S`pNP ( I ( I 12'-0"x12'-0" BOARD & BATTEN BARN DOORS I I SEE LANDSCAPE PLAN FOR STOOPS, FIN FLOOR — — - ! I I I I STEPS AND RETAIUNING WALLS PROPOSED GRADE EXISTING GRADE MAR 17 2026 WEST ELEVATION SOUTHOLD TOWN II PLAN.HING BOARD F JOAN CHAMBERS (631)294-4241 I I METAL VENTED RIDGE CAP I I I I i i i I I 12 ' I 8 . I i I I 1X8 CEDAR FASCIA W/ 1X3 DRIP CAP T.O. PL HEIGHT j I ALUMINIUM GUTTERS & LEADERS TO DRYWELLS z (3) 3602" TYP. oJo lr% I j � I ' o OLILI ! 1X10 CEDAR VERTICAL SHIP LAP SIDING ('M T.O. 2ND FLOOR — — — — — — — — — — — — — I T.O. PL HEIGHT- - - - - - - - - j I I ■ j I j I � I 9'-0"x10'-0" SLID. GL, DR. I I i I O IAlf Q T j I I SEE LANDSCAPE PLAN FOR STOOPS, STEPS AND RETAIUNING WALLS O FIN FLOOR O PROPOSED GRADE O N EXISTING GRADE SOUTH ELEVATION A�5 EXTERIOR ELEVATIONS ; j 2 . 13 . 26 ; I I I 2 . 27 . 26 I I i ; I j METAL STANDING SEAM ROOFING I I I i ' i I I ! I 1X8 CEDAR FASCIA W/ 1X3 DRIP CAP ! I ' ALUMINIUM GUTTERS & LEADERS TO DRYWELLS 36"x 53" TYP. N W I I � •�� s c Y 1 j Wi J TN 00 6' ! I I I ( AR�FEss' l i I j I i I ! I I I ENCLOSED BARN DOOR HARDWARE j I I j 12'-0"x12'-0" BOARD & BATTEN BARN DOORS I I , SEE LANDSCAPE PLAN FOR STOOPS, I I FIN FLOOR STEPS AND RETAIUNING WALLS - - - - - - - - - - _ I ( I PROPOSED GRADE f`IHII 1 i 2026 SOu i�iuLD T01°1'd PLANNING BOAnJ EXISTING GRADE - - - - - - - - - - - - - - WEST ELEVATION JOAN CHAMBERS I 16311294-4241 R30122.PROTECTION OF OPENINC6.EXTERIOR GLAZINS IN BUILDINSS LOCATED IN HINIPSORNE DEBRI5 RE&IONS 5HALL BE PP.OTECT1=P7 FROM HINFSORNE DIEM$. &LAZED OPENING PROTECTION FOR WIM050RNE DEBRIS SHALL MEET THE RE0lJIREMENT5 OF THE LARI MISSILE TEST OF ASTM E R16 AND ASTM E lbft AS MODIFIED IN SMTION 8012.1-2.1.GARAGE DOOR&LAZED OPENING PROTECTION FOR NINDSORiV DEBRI5 SHALL MEET THE REOU REWW5 OF AN IMPAIGT 111i STANDARD OR M49110ASMA 115.(sly TABLE BELOW) EXCEPTION, NAILING/FASTENER SCHEDULE �STRO TMOR114ANPANELS WITH A,T SHALL BE58 R NOT LESS THAN IN ItPR AND A SPAN OF NOT MORE THAN B PEET SHAL-L BE PCRMtTTED FOR OPCNSN6 PROTECT€ON. PANELS SHALL BE PRECUT AND ATTAC.HEP TO THE FRAMIN&SURROLNIPtNe THE OPENING GONTAININs THE PRODJLT WIT+{THE GLAZED PENIN&,PANELS SHALL BE — RIDGE STRAPPING PR.EDRILLED AS REOUIRED FOR THE AN 4ORAM METHOD AND SHALL BE SECURED WITIH THE!ATTACHMENT HAROKARE PRWOED.ATTACH SHALL BE DES16NED TO RESIST THE W14PONET AND GLADOINS LOADS DETERMINED IN AC40RDANCE METH L'ITFIL'R TAaLF R 5011(Z OR ASCF T,WITH THL PLP2MANL"NT 6ORROSION-Pr5ISTANT ATTACHMENT HARDWARE PROVIDED AND ANGFIOR9 PI'RMANENTLY INSTALLED ON THE BWILDIN 5.ATTACHMENT IN AC40RVIANGE WITH TABLE RW 2.1.2 15 PERMITTED FOR 8D COMMON @ 6"CC @ 4'-C"°FRIMFTFR 7CNF BUILDI1,165 WITH A MEAN ROOF HEIGHT OP 45 FEET OR LE55 WHERE THE ULTIMATE 8c COMMON n 12" @ PANEL FIELD DC3t�I HIND SPEW D,19 I$O MPH OR LE55. BD COMMON(�` GABLE ENUW.A L RAI�F. TABLE PZOI.2.1.2: wiND xmE t7ESRIs PRo�TIoN PAsTENt IS 56HEDULE FOR WOOD STRJCTIR2AL PANELS FA5TLNm SPAGIN6 PROVInF (3) 3/5"TURU BOI TS _ FASTENER'TYPE 4 FOOT Ib F66T EACH END OF COLLAR TIES TYP. PANEL SPAN t PANEL SPAN t PANEL SPAN SIMPSON H77 HURRICANE LIES 1/2"CDY PLYWD.SHEPTHING 14 F-OOT S..b FOOT 16 FOOT 6D cOl.4MCIN @ 3"OC EDGE NO.6,HOOD SCREN CONNECTING RAFTERS TO 6 COMMON C.@ 6"OC FIELD 101 PI ATFS @ EACIi RAFTER BASED AW_+I1Q R WITH 2 Ib 10 6 INCH C"SEPMENT LENGTH PROVIDE SIMPSON LPT4 OR NO. to WOOD 5CF154 FOUIVALFNT TO TIF RIM BOARD BASED ANC+IOR WITH 2 tb 12 4T TO DOUBLE PATE TYP. INCH Eft"'31=DN€ENT LENI57H E MIETAL VENTED RIDGE CAP 4 BASED ANCHOR WITH 2 11b 1b ib /�X 12 RIDGE PRovinr s'MPSON H6 R INCH E*SD?t7M1ENT LETd6TH OFRC'TH lO 11L WALL STUDS OF RGTH FI COPS TO PI ATF & BAND JOIST @ 16• Cc TYP. d. THIS TABLE 15 BA5W ON 160 MPH ULTIMATE PIPOVN)E SIMFSON H6 OR DES€ON WIND 5P=17 AND A 55 FOOT MEAN ROOF TO PLATE 6 TO TIE WALL STUDS I'f1=I6HT• TO PLATE&BAND JOIST @ 16" b. IPAST'MtN0,5 SHALL IM INSTALLED AT OPPIONNG Lu OC TVP. ENDS OF THE WOOD STRI ICTUIIRAeL PANEL.. 3�x 10 RAFTERS @ 2 4" OC MAX. ALLOW FOR 12" FASTENS SHALL BE LF THM PD NOT LESS THAN PLYWD. FLOOR SHEATHI';G AW- #''ROM THE FEN OF 7HE PIROIJui 01VER HANG AT EAVES. 6D OMMON @ 6"OC EDGE A»grtALL P aMIETeeare TMRoucsH THE eD COMMON @ 1r'OC FIELD EXTERIOR WALL WOVERINS7 WITH AN EMBEDMENT STA 18 UPLIFT STRAP LENCT'H OF NOT LESS THAN 2 INCHES INTO THE � METAL STANDING SEAM ROOF PROVIDE APPROPRIATE METAL CONNECTION WALL.TO FOUNDATION MALDINS FRAME.FASTENERS SHALL BE LOCATED PIATE WASHER, NUT&ANCHOR W/4-8d COMMON NAILS @ EACH END NOT LESS THAN 2Y2 INCHES FROM THE WISE OF THE INSTALL AS PER MANUFACTURERS INSTRUCTIONS BOLT R TIE SILL PLATE TO CONCRETE TACH BLOCK oRcaxc . MPSONRI FCUIJDSTOR TYP @ C#. PANELS ATTACKED TO MASp�NRY OR O 6'-0"oc For•, 1 STORY, �'-e-FOR 2 STORIES. 12" FROM CORNERS& MA5ONRY/15TUGG0 SHALL BL- ATTAIC*W U51N5 OPENINGS AND BOLTS TO BF MIN. VIBRATION-RE515TANT ANCHORS t'tAVINEi AN 12" DEEP. ULTIMATE WITKDRAhEAL GAPAL.ITY OF NOT LZS5 SYNTHETIC ROOFING MEMBRANE THAN 1,500 POUNtO5- 5,/4x10 PINE ROOF SHEATHING TABLE R602.3(1) MINIMUM DMI&N DEAD LOADS* AS PERA%C-7-O$ FASTENER SCHEDULE FOR STRUCTURAL MEMBERS STEEL FRAMED TRUSS SUPPORTED BY 4X4 NUMBER AND COMPONENT 4 (PV) ■ STEEL COLUMNS TO FOUNDATION BELOW. DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS Q .}GLL €Nos JOISTS TO Sit L OR ORDER,TOE NAIL 3-8d A '� 1"x 6"SUBFLOOR OR LESS TO EACH 2-Sd _ 1,X8 PINE FASCIA W/ 1X3 DRIP CAP JOIST,FACE NAIL 2 STAPLES,1 3/4" COVERINS IR00r. AND HAL r AILUMINIUM GUTTERS & LEADERS TO 2"SUBFLOOR TO JOIST OR GRIDER,BLIND AND FACE NAIL 2-16d ASPHALIT SHINrYLf's Z . _.. DIRYWELLSSOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d 161,0C aYPSUM SHMATWNS,,1/24-_„,,„_.,. _ ......_._.„.. ....,, `' z-16d PLYWOt (per 1l2-tr) €6 • TOP OR SOLE PLATE TO STUD,FACE NAIL — Rl6€Cr 1N5#A AT1C7N STUD TO SOLE PLATE,TOE NAIL 3-81,2-16d T.O. P L HEIGHT — SRNGLt-PL*'SHOT WATE41*ROaT°IN(a M�tBRANE a.-r � S T E E L I BEAM ( DESIGNED B Y OTHERS ) TO SUPPORT DOUBLE STUDS,FACE NAIL 10d 24° BITUMINOUS,SMOOTH SAr-A — — — — — — — — WATCRandOf"I"t�M!HRANC 'TfHREADED RODS TO 10x 10 OAK JOIST CARRIERS SOLE PLATE TO JOISTS OR BLOCKING 3-16d 16"O C. AT BRACED WALL PANELS FLU• ORS AND F L O a R {-I N 1 S H E S GERAMIG OR CJUARRY TILE(3/4-in) Ib.O DOUBLE TOP PLATES MINIMUM 48"OFFSET OF („N 1/",�-in,MORTAR$M !� END JOISTS FACE NAIL IN LAPPED AREA 8-16d O HARDWoc�x7 FLOORIN/,a 'IrT-3r- dO 10x 10 STRUCTURAL OAK POSTS TYP. BLOCKING BETWEEN JOISTS OR RAFTERS T° — LINaLt3JM4aR` `cTT3'. ,I'4- I 1.n C)TOP PLATE,TOE NAIL 3-8d 2)X4 HORIZONTAL FRAMING @WALLS > Lalt€s,�ra-�,^ B-a C) F I I N. W/ 1 /2" GYP. B D. @ INTERIOR RIM JOIST TO TOP PLATE,TOE NAIL 8d 8"O C FLOORS, .Ia15T(1,o plostaf) { Or-12-11m t0 r.. co JOIST gI2CS(�+,t a,G. a,G. �/�� 1)(10 PINE S H I P LA P SIDING (VERTICAL ) � TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, _ 2x6 b 5 IN 7— �1 FACE NAIL 2 10d 5 b 6 ` W BUILT-UP HEADER,TWO PIECES WITH 112"SPACER 16d 16"O C ALONG EACH SIDE 2x10 `€ b CONTINUED HEADER TWO PIECES 16d 16"O C ALONG EACH SIDE 2XI2 €-RAMC PA,RTIT10N5 CEILING JOISTS TO PLATE,TOE NAIL 3-8d i v,^ OR ST=.1E.57U:1 y.t/2-1,) GYP BOTH 51005 $O CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 4-8d F R A M4 E WALLS CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d — EXTEROR 5W Y'IAL`,,.5: I i � T.O. 2 ND FLOOR RAFTER TO PLATE,TOE NAIL 2-1 8d — 2X4* €b-4m,I,5/5-Y1,OYP"SLM, A6 €1� iNSULATM,516-m.5IDI" F I I N. FLOORING AS PER OWNER 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d — INSULATED,�1a-61 �IS7 NG 11 2 STAPLES 1 3/4" 2xb 0 1b-Irt,,5M IR.GYPSUM SECTIONS T.O. PL HEIGHT II I 2,X 10 OAK FLOOR JOISTS @ 16" OC 28d — LxTERIa�T°aTU7ItALLS WITH s IG+c VLNL R 48.0 1"x 6"SHEATHING TO EACH BEARING.FACE NAIL 3 STAPLES 1 3/4" — --- — — — — — — — - •INO&HITS Or-MASONRY INC-LIVE IMaRTAR EUT NOT PLASTER- FOR PLASTER,ADD 5€b/Pt2 FOR LAWN FAGS PLA5TLmcE?, VALLE5 -X V!N A: WIDER THAN 1"x 6"SHEATHING TO EACH 2-9d € - N A A € A BEARING,FACE NAIL 4 STAPLES 1 314" GO'd5€LILRABLE.R.AW7E Or NC'61HT FOR TIC SAME GO*tSTPLIGT,[3N. BUILT-UP CORNER STUDS 10D 24"0C e1�"OI6 ECC,OF.NEVI PORK STATEa 2 . 1 3 . 2 6 R40I"3: PERMANENT CE,RTlr GATE-SHALL BE CCMPLCTED BY THE NAIL EACH LAYER AS FOLLOWS. WILDER OR PPCOISTERCV VZ�!5 tSK PROFESSIONAL.AND P05= IN [/,IL BUILT-UP GIRDERS AND BEAMS, 32"O C AT TOP AND BOTTOM AND 1 / I I' — 1 '—O I I 4�" POURED POLISHED CONCRETE SLAB 2INCHLUMBERLAYERS STAGGERD TWO NAIL S AT ENDS THE UTILITY ROOM OR OTI'HER'APPROVM LOCATION INSIDE THE AND AT EACH SPLICE EUILDTNO, 63 X 6- 10 X 10 W W M REINFORCEMENT PLACED 2"PLANKS 2.16d AT EACH BEARING R402 4 ATTIC OR CR,"L SPACE ACCES5-SHALL BE 133 ET W E E N CENTER AND UPPER 1 /3 OF SLAB ROOF RAFTER TO RIDGE,VALLEY OR HIP ►CATHER-STRIPPED AND INSULATED TO A LEVEL EOUI VALENT TO TOE NAIL 4-16d THE INSULATION ON THE 5.t'RROJNDING SURFACES" SECURED IN PLACE DURING POUR. FACE NAIL 3-16d — O PROVIDE EXPANSION JOINTS @ PERIMETER. RAFTERS TIES TO RAFTERS,FACE NAIL 3-8d — CONS"JRIXTED TO LIMIT AIR I ICA E TO S 5 AIR GHHAEN6E PERE 1 WOOD STRUCTURAL PANELS,SUSFLOOR ROOF AND WALL SHEATHING TO FRAMING, 1^OUR. O AND PARTICLEBOARD WALL SHEATHING TO FRAMING RAVEL UNDER SLAB T O B E 2�� D I A. MAX & 6d COMMON NAIL R AL ENVELOPESHALL ME INSTALLED IN A°C CORDA��I NITH r 6i DEEP MIN. ON COMPACTED SOIL 5/16"-1t2" (SUBFLOOR,WALL) 8 12 THE CRITERIA L157ED IN TABLE 402 A.I.I.AHERE RE-0JIRED BY 8D COMMON NAIL(ROOF) C05FE OFFICIAL,AN APPROVIEC) THIRD PARTY SHALL INSPECT ALL COMPONE ITS AND VERIFY COMPLIANCE• 19132"-1" 8d COMMON NAIL 8 12 B')OTTOM OF 10x 10 STRUCTURAL POSTS WILL BE 8d NNAIIL TESTR402ED .1e2: 'TESTING- BUILiINISHAV OR DNIACH5rl It G UNIT SHALL B[ 11/8"-11/4" Btl DEFORMED NAIL 8 12 TESTED AND VERIFIED A5 HMV1NcTi t °-S ACM#50 IN CZ4A,5,A61A. ANCHORED TO 10 WIDE CONCRETE FOUNDATION TE�a'TIN6 SHALL eECONDUCTED BY AN APPROVED THIRD PARTY „ SPACING OF FASTENERS /� DESCRIPTION OF DESCRIPTION OF R402.t a; COM.�,ISTgON CLOSr'T5 „ROOMS CONTAINING VIVALLS W/ CUSTOM STRAPPING. BUILDING MATERIALS FASTENER EDGES INTERMEDIATE SUPPORTS n.CL-13URNINC7APPLIAN-",ESfZ=, UIRESPECIALCARE. FIN FLOOR CORROSION RESISTANT, ELEVATED POST BASE CONNECTIONS 1/2"FIREBOARD IC -1MMONNANIZED ILSTAP STAPLE NAIL 8d E>CGEPT#OU TPIPDIRECT VENIT APPLIANCES WITH BOTH INTAKE OTS A lIm FIREROARD SHEATHING OMMON NAIL STAPLE 16ga 3 6 EXHAUST PIPS INSTALLED CONTINJOUS TO THE OUTSIDE 1-I12"LONG R405,5.2: j�lk«T+rSCALING-L)MT5,AIR HAINDLER5,ANO FILTER — A @� EACH POST. 1/2"STRUCTURAL CEFFULOSIC WXES SHALL BE SEA.,. +. G e 4 • • • a 4 • • 4 a G G a e n -1/2"GALVANIZED ROOFING NAIL Bd r COMMON NAIL STAPLE 169a 3 6 FIREBOARD SHEATHING -1/2"LONG o R4C5Z.3f DUCT TES,ING - DU1CTS 54ALL ISE PRESSURE TESTED TO 4 `a4 LI.OWER EDGE OF SIDING, SILLS AND POSTS TO BE 26/32"GIRD°T R"`°EFD`°S'G "GALVANIZED ROOFING NAIL 8d RI�II TENEAIRLI"AtcAC-15. 8'" MIN. ABOVE FINISHED GRADE. COMMON NAIL STAPLE 16ga 3 6 EXCEPTION VXT LEAK/ E '?EST 15 NOT RE—WIRED WHERE I FIREBOARD SHEATHING -314"LONG THE VX.T5 A.ND AIR HANDiLE;R5 ARE LOCATED ENTIRELY KT'HIN PROPOSED GRADE THE BUILDING THERMAL IE NVELOPE. -1/2"GALVANIZED ROOFING NAIL Bd ,.j 40 1/2"GYPSUM SHEATHING COMMON NAIL STAPLE 169a 4 8 R403-°5.5: BUILDING CAY TIES I -.SHALL NOT BE U� A5 DUCTS OR a PEWORS L-1' 1 0"x 4 8" POURED CONCRETE FOUNDATION WALL ON 5/e"GYPSUM SHEATHING OMMONLNA ILI ZED STAPLE EO ROOFING NAIL 8d 4 PLENUMS 6 R 3 t GHANgGAL SYSTEM I�T€PIN6 IMI��1JLA'I'#C "! - GARRY,Nfa ° a 2.'4"x 12" POURED CONC. FTG. PEWORG FLUIDS>105OF OR t55°F,INSULATE TO R-!� MN. e EXISTING GRADE B3OTTOM OF FTG. TO BE MIN. 36" BELOW FIN. GRADE. WOOD STRUCTURAL PANELS,COMBINATIONSUBFLOORUNDERLAYMENTTOFRAMING R403h, MECHANICALVENTIL/ATION'-THE BUWIN6 SHALL BE v. b 8d DEFORMED NAIL OR PROVIDED WITH VENTILATION THAT MEETS THE REDUIREMENT5 OF 4 3/4"AND LESS iRGIIMG 8d C 8 12 OMMON NAIL o a • e • tl• �#4 HORIZONTAL REBAR @ 2 4" O C THE M::CHANICAL VENTILATION RAPE SHALL BE NO GREATER # 4 VERTICAL REBAR @ 3 6" OC 7/9" 1" COMMON DEFORMED THAN 8dDE AIL 6 72 0.01 X CFA +15 X(#OF'BEDROOMS + 1) *,-'FA = CONDITIONED FLOOR AREA 3')- 1 /2" x 1 - 1 12" KEY @ FTG. 10d COMMON NAIL ( 2 ) CONTINUOUS #4 REBAR @ FTG. 1 1!8 1 1/4 8d DEFORMED NAIL 6 12 LOAOS: EQUIPMENT SIZ1N a- }PEER ALGA MANUEL S,BASED ON SECTION # 1 LOADS C�-�LA"EE7 PER AGCA MANUEL.l. SEE LANDSCAPE PLAN FOR STOOPS R4O4,I; LIGHTING-A=VIINIMUH OF'759£i Of- PERMANC#TLY , TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INSTALLED FIXTURES,MUST HAVE HIC+H-EFFtCANCY LAMPS. STEPS AND RETAINING WALLS LOW-VOLTAISE LIORTINO, EXEMPT MINIMUM SPECIFIED COMPRESSIVE STRENGTH TYPE OR LOCATION OF CONCRETE CONSTRUCTIOl I Weathering Potential° TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS' E Negligible Moderate Severe STRUCTURAL MEMBER n ALLOWABLE 0` NEW BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE STRU ,I� /�JRAL MEi"�BE R, DEFLECTION � SCN � 2,500 2,500 2,500° Q. \5 NOT EXPOSED TO THE WEATHER Rafters having slopes greater than r-+ � p , - • BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 3/12 With no finished ceiling L/180 r W EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500` w ttar_hed t0 rafters Interior walls and partitims H/180 tis 2 BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICAL 2,500 2,500° 2,5D0° {, �77Qp6A �/ CONCRETE WORK EXPOSED TO THE WEATHER Floors and plastered ceilings L/360 LIAR 17 2026 V ULU ARoFESS% All other structural members L/240 Exterior walls with P PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHE 2500 2,500"°' 2,500°^' SOUIri�JLU TOWN Master or H 36E] PLANNING BOARD AND GARAGE FLOOR SLABS stucco finish FOR SI I FOUND PER SOUMF INCH-8M5 We Exterior walls—wind loads2 with L-/244 JOAN CHAMBERS SI,wwMMtl E•.SE awa�bRn3 w0 a3(l)�I.�a,mmP—nm.0in.o1 uwaw�mpe�Nr.me,,m.nb�n I.,,wa.mlw�a��awe,wa.,mnN N. wrwnt brittle finishes S = q . dt m , I� e SeU FIE,3.,mowanu m Mo1M5 W-1w11n7 Exterior walls—wind loads8 with L/120 (631 )294-4241 flexible finishes I H:)ECEOWED 1 PATRICIA C. Mood M A'H 1 3 2026 Attorney at Law `'�,-� 5102011�ain Road ��°PREsERvA�°�v oEpT 15 H L- Towr ^F�'�thoid Southold,New"York 11971 � 7 L� ' `� ., .__ � Tel: 631 765-4330 �...,^y Fax: (631)765 4643 MA� �� � . {'i� `� Betsy Perkins Paralegal Madison MessIna,Paralegal ►tir ' ►"+ March 13,2026 Via Hard De iv Land Preservation Southold Town Annex RE: 28410 Mam Rd,orient Dear Land Preservation Co ttee: Please find attached the construction drawings which have been filed with the Building Department. The plans remain unchanged. My understanding is that the contractor submitted the construction drawings to the Building Department for review in anticipation of the building permit application process. As these agricultural structures support the existing agricultural use of the property,the owner is eager to have the construction drawings reviewed and approved by the Building Department, subject to agricultural site plan approval by the Land Preservation and P1�g Board. Should you have any questions,please contact our office at the number listed above. Very truly yours, Patricia C.Moore PCM/mm Cc: Jeremy Armstrong Via Email svwc Pry sc-., t*t C January 27., 2026 DR (��[Aoymm) FEB 0 7 2026 SOUI'HOLD TOWN Southold Town Planning Board PLANNING BOARO Southold Town Annex 54375 Rt 25 Southold, NY 11971 Dear Planning Board, Please know that as tenants of 28410 Main Rd we are in support of Mr. Armstrongs's efforts to reduce the size of the previously approved Tenedious Barn Structure and to build two smaller buildings on the Reserve portion of the property. We currently lease and farm approximately 20 acres of the subject property and we anticipate to continue our operations into the future.The two proposed barns will not interfere with our intentions to continue farming and in fact,the proposed construction may facilitate our operations as Mr.Armstrong has generously offered to provide us with shared use of the Storage Barn.The eastern barn can be used for the temporary storage of our freshly picked fruits and vegetables as well as storage of farming materials and equipment including drip line, weed fabric,seeds, hand tools, picking bins, clothing and more. Additionally, upon review of the proposed construction and materials we find the architecture to fit with the rural nature of the Orient community. Please let us know if we can contribute our support for the proposed agricultural structures in any other way. Sincerely, Lol�vqk�� Daniel I Lath m n Latham Stanton S�� ��_KL, $G ,C4%co PATRICIA C. MOORE ��LE 0 W[M DD-i Attorney at Law JAN 3 0 2026 51020 Main Road SOUTHOLD TOWN Southold,New York 11971 PLANNING BOARD Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Madison Messina, Paralegal January 30, 2026 Southold Town Planning Board Southold Town Annex Town of Southold (By Hand) Re: Jeremy Armstrong, Narrow River Road Properties LLC 1000-19-1-1.5 (formerly 1.3) Dear Brian and Heather: In response to your letter dated January 21, 2026 enclosed are the following: 1. January 16, 2026 notice of disapproval for the proposed agricultural storage barn and proposed agricultural livestock barn in the DR land. 2. My client's written request to withdraw the 2021 amended site plan approval, on condition and subject to approval of the Narrow River Properties LLC site plan. 3. The site plan delivered to your office on January 12, 2026 was also submitted to the building department (NoflD did not need to be revised) and land preservation. The site plan is the latest plan. I am awaiting the meeting with the Land Preservation Committee on Fedruary 3r,, 2026. 4. Revised site plan application page I and 2, LWW page I with revised "extent of action" to include the proposed barns and existing agricutitural structures. 5. Mr. Armstrong's written narrative in support of his site plan application and construction of the agricultural structures. This narrative was also submitted to Land Preservation. If there is anything else you need or have any questions please do not hesitate to contact me. Very_ tr«ly yours, ricCiia C. Moore Jeremy Armstrong Narrow River Road Properties LLC January 27, 2026 JAN 3 0 2oz6Southold Town Planning Board SOUTHOLD TOLA WNVSouthold Town Annex PNNING BOAR 54375 Rt 25, Southold NY 11971 Re: Jeremy Armstrong,Narrow River Road Properties LLC 1000-19-1-1.5 (formerly 1.3) Dear Planning Board: Please know that I have submitted an agricultural site plan for two barns which, once constructed, are intended to support the current and future agricultural use of the property. This is in addition to certain agricultural structures that were previously constructed on the property and will be retained, previously approved on the amended Tenedios site plan dated March 22, 2017 and last revised August 21, 2020. (Chicken Coop, Greenhouse and barn appear on the site plan as structures number 2,4, and 5 ) As you requested I hereby withdraw the amended site plan dated March 22, 2017 and last revised August 21, 2020, on condition and subject to approval of the site plan showing two smaller agricultural structures prepared by Marshall Paetzel, last dated January 6, 2026, as may be amended after final review by Land Preservation and the Planning Board. The current site plan, as pro-posed, has been crafted through careful consideration and is intended to better respect the rural character of the Orient community and foster open sky vistas. As such, the reduced building footprint and revised location is preferred to one large barn proposed by the prior owner Mr. Tenedios. The materials proposed for our two barns is wood and other natural materials, in lieu of the previously proposed metal and prefabricated buildings. However, if my proposed structures are not approved, then I reserve the right to construct the one barn, as shown on the "Amended site plan for Tenedios Farm last revised August 21,2020" which had received all regulatory approvals to construct. A great deal of time, money, and review process was expended on the Tenedios, barn which I prefer to not abandon until I know that my more modest and contextual plan is approved. Thank you for your courtesy. Very truly yours, ri n g Jeremy rin tro 28410 Main Road., Orient Narrow River Farm JAN 3 0 2026 SOU CHOLD TOWNPLANHIN-G BOARD We purchased the farm at 28410 Main Rd in May of 2023. The purchase included all structures, implements and animals as well as the Latham family as farming tenants. Little has changed at the property since the purchase, other than caring for the animals, enjoying the fruits of the land and planning for a future to live at the farm. The intent of this document is to shed some light as to who we are, explain what we would like to accomplish and describe how we plan to live. The concept is simple; we plan to create a productive homestead and live on a working farm. We are sensitive to a rapidly changing landscape; physically, socially and economically, and to that extent we are eager to provide stewardship for this land in a fashion that will respect and preserve its agricultural heritage while providing a pleasant aesthetic and a commitment to honoring the property's historical roots. This goal is more than a desire; it is a prompt to positively impact the North Fork and the Community found in Orient in the best way that we can. We plan to continue to raise livestock, grow appropriate crops and make products that come from the farm. The goats and the sheep are intended to remain on the property as well as the fowl and the horses, all in relatively small quantities. Each species will be afforded its own space to live and breed. Herd size will be commensurate with our ability to provide high quality care for the animals; we anticipate a total population of about 12 goats, 12 sheep, 6 horses and 50 birds. We have no intention to scale the livestock operation up, nor do we plan to slaughter, package or sell meat or poultry on the farm. We will continue to sell our chicken eggs and we endeavor to sell apple products from our orchard such as apple cider, apple butter and apple sauce. All sales efforts are intended to be modest; however, gross sales are anticipated to exceed the threshold for a bona fide farm operation. The attached plan depicts the two structures that we are asking for permission to build. The buildings have been placed on the property to be considerate of our neighbors and to the environment. We considered as many elements as we could including prevailing wind that can carry smell, proximity to wetlands, manure management logistics,, minimizing light pollution, creating a positive visual impact, considering horizon preservation, open sky impacts and more. The buildings are mainly diminutive in stature and spaced far enough apart to allow light and air to be minimally impacted. Additionally, we are currently designing landscape screening to further protect our neighbors to the west and to the north by adding coniferous trees in a thoughtful way to provide year-round screening in a pleasant manner. We will build all agricultural buildings from scratch from wood products. We do not intend to use metal "kit barns"that are commonplace in today's market. Livestock Barn-The horse barn will be able to hold 8 horses in total. We will be foaling new horses annually, and training them for sale. We do not expect to exceed 8 horses in total at any time. The barn will have skylights, numerous windows and have ample roof top mechanical ventilation. All manure will be collected and transferred further east from the barn and screened in so as to be unseen. Storage Barn- This barn will be constructed of post and beam wood timber and will be designed to process, store and sell agricultural products that were produced on this property. Such items include house canned goods, farm-made products, vegetables, cheeses and butters and more. We intend to use the balance of open space to continue farming operations with the Latham family. As such, we hope that we can find support from within the community to achieve our goals. We make ourselves available for questions and suggestions for how we can make the farm be as best as it can be. Sincerely, Jeremy Armstrong {ierern thane@ rmstrong@gmail.com) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 1197 s (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: fi31 765-1938 + vjww.southoldtownny.gov 00um PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 21, 2026 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re Proposed Site Plan for Narrow River Road Farm Ag Barn 28410 NYS Rt. 25, slw corner of Narrow River Rd. & NYS Rt. 25, Orient SCTM#1000-19.-1- 1.3 & 1 .4 Dear Ms. Moore: I am writing as a follow-up to the Work Session held on January 12, 2026 where the Planning Board accepted the above-referenced Site Plan Application as complete for review with the items listed below to be provided immediately. Before the Board can commence its full review, it is necessary to submit the following directly to this department: 1. Provide formal notice to the Planning Board, from the applicant or property owner on record, to withdraw the 2021 Amended Site Plan Approval regarding the site plan entitled "Amended Site Plan for Tenedios Farm" prepared by Jeffrey T. Butler, P.E., dated March 22, 2017 and last revised August 21, 2020. 2. obtain a Notice of Disapproval from the Building Department for the proposed site plan. Please be aware, the proposed site plan and supplemental application paperwork must be substantially consistent with the plans submitted to the Building Department. Further, if the site plans submitted to this Department on January 12, 2026 are to be the primary proposal for this agricultural site plan, all site plan application paperwork must be revised to reflect this revised proposal. Narrow River Road Fare L Barn 11 a e 12 �Janua 1, 2026 Once the above information is received, the Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. V If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, IY Brian Cummings -- Senior Planner Svfp6r. P& /VIC TOWN OF SOUTHOLD JA N 1 6 z m BUILDING DEPARTMENT SOUTHOLD SOUTHOLD,N.Y. PLANNING 80Ai4) NOTICE OF DISAPPROVAL DATE: January 16, 2026 TO: Patricia Moore (Narrow River Props LLQ 51020 Main Road Southold,NY 11971 Please take notice that your application dated November 6, 2025: For a permit to: construct an aRricultural livestock bare aiid an agricultur-cil sLora&e bam at: Location of property: 284 10 Main Road, Orient.NY County Tax Map No. 1000— Section.1 9 Block I Lot 1.5 Is returned herewith and disapproved on the following grounds: The j-(-)posed constrtictiors re wires site plan approval from the Southold Tovvii Plannin Board and Land Prescrvation approval, You may now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board S'.%j b4'_*1 P13 l-tL-, PATRICIA C. MOORE URLRQ�L_!Ewmn Attorney at Law JAN 1 5 2026 51020 Main Road SOUTHOLD TOWN Southold,New York 11971 PLANNING BOAR D W-U&SWEfta.. Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Madison Messina, Paralegal January 15, 2026 Southold Town Planning Board Southold Town Annex Town of Southold (By Hand) Re: Jeremy Armstrong, Narrow River Road Properties LLC 1000-19-1-1.5 (formerly 1.3) Dear Heathen Enclosed are two surveys of the property to add to your file. 1. The existing structures 2. The proposed house on the reserve area and previously approved site planned agricultural structures in the reserve area. Very trulyvoursl \,.—Patricia C. Moore Southold Town Planning Board Work Session — Janua[y 12, 2026 — Page 3 Project Name: Narrow River Ag Barn SCTM#: 1 1000-19--1-1-5 - _T Location: 28410 NYS-Route 25, Orient Description This agricultural site plan is for the construction of a 75' x 46' (3,450 sq ft.) building to house livestock, feed, and supplies, on a 34.5-acre farm, of which 29.5 acres have development rights held by Southold Town and 5 acres have development rights intact (the proposed building is located in the 29.5-acre area) in the R-200 Zoning District. Status, New Application ActiOW. Review for Completeness Attachments: Staff Report Project Name: 3850 Alvahs & Cutchogue SCTM#: 1000-102.-4-3.4 & 10 Vineyard Resubdivision --Location, 3850 & 4050 Alvahs Lane, Cutchogue Descrip tion: This Resubdivision proposes to reconfigure the lot lines of SCTM#1000- 102.-4-3.4 & 10 to allow for a new driveway for Lot 10, with no change in the lot areas of each parcel. Status: New Application Action: Review for Completeness & Design Aftachments- Staff Report Discussion: ❖ Planning Board Draft Monthly Report; November & December ❖ SPUD (Site Plan Use Determination) o Beckwith Corner Mixed Use, 54075 Main Road, Southold, SCTM#1000-61.-2-7.3 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Review Date January 12, 2026 Prepared By: Brian Cummings I. Application Information Project Title: Narrow River Farm Ag Building Applicant: Jeremy Armstrong Date of Submission: December 9, 2025 Tax Map Number: 19.-1-1.3 & 1.4 Project Location: 28410 NYS Route 25 Hamlet: Orient Zoning District: R-200 11. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 5 acres — development rights in tact (19.-1 1.3) 29.5acres — Southold Town Dev. Rights (19.-1-1.4) Building Size 3,450sf This agricultural site plan is for the construction of a 75' x 46' (3,450sq. ft.) building to house livestock, store feed, and supplies, on a 34.5 acre farm, of which 29.5 acres have development rights held by Southold Town and 5 acres have development rights intact (the proposed building is located in the 29.5-acre area) in the R-200 Zoning District, Orient. III: Analysis 1. Existing: a. 785sf One story equipment storage building (on 19.-1-1.3) b. 87sf Garden shed (on 19.-1-1.3) c. 118sf Horse Stall building (on 19.-1-1.3) d. 742sf chicken coop (on 19.-1-1.4) (to remain) 2. Proposed scope of work: a. Demolish three (3) existing buildings; b. Construct 3,450sf agricultural building 3. Code requirements / Bulk Schedule (R-200): a. Lot Coverage: i. Maximum: 5% ii. Existing: 0.12% iii. Proposed: 0.56% b. Parking: no parking has been proposed, this is for owner use only and not open to the public Staff: the Planning Board may waive the parking requirement for this agricultural use not open to the public; 4. SEQRA Type 11: Type 11 Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of an agricultural building. V: Planning Board items to consider: 1. Accept the application as complete for review but in need of revision pursuant to §280-131(B)(2), pending the following items to be submitted immediately: a. Notice of Disapproval from the Building Department. Applicant to make a submission to the Building Department as required prior to the site plan process; and provide a notice of disapproval; b. Withdrawal of previously approved site plan a. Pursuant to §280-131(B)(6) Review of anew site plan for a lot on which an approved site plan already exists shall not proceed until the approved plan is withdrawn by the applicant; 2. Due to this being an agricultural application and pursuant to §280-133(C), the following items are recommended to be waived: a. Parking requirements; Staff: this building is for employee use only to store farm equipment and livestock and is not open to the public. It is situated on 34.5acres where considerable room for farm vehicle parking exists; b. Separate key map showing the locations, names and widths of all rights-of-way within 500' of the subject site; Staff: use aerials, GIS and site visit c. Separate key map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking areas), landscaping, etc.). Staff: use aerials, GIS and site visit 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Narrow River Farm Ag Building Completed by: Brian Cummings Date: January 12, 2026 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. X No NOD (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for �l site plan applications. (3) A completed environmental assessment form. N/A (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. �l (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X Waive; use GIS feet of the subject property, indicate the distance to the and aerials nearest intersection with a public street. (g) A separate key map showing location and owners of all Waive; use GIS adjoining lands within 500 feet, as shown on the latest X and aerials tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and Southold Town proposed easements, setbacks, reservations and areas Dev. Rights dedicated to public use within or adjoining the property. Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed �l restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as �l follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4J Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, Waive referred to mean sea level as per United States X Geological Survey datum. (b) Boundaries of any areas subject to flooding or Freshwater stormwater overflows, tidal bays, saltwater marshes, wetlands beaches and all freshwater bodies, including wetlands �l and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. {c} The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, �l escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the �l site. (b} Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �l (c} The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and �l aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Waive; use GIS including curbcuts, within 200 feet of the boundary of the X and aerials subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural Location improvements, indicating setbacks from all property X provided without lines and horizontal distances from existing structures. setbacks to property lines (b) The location and design of all uses not requiring waive structures, such as off-street parking and loading areas X and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address X systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot Provide contours (on site and 200 feet beyond the property line) X alternative and spot elevations for buildings and all structures, storm water drainage calculations, details of drainage structures and controls watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site Provide stormwater retention, in conformance with Chapter 161, x alternative Highway Specifications. storm water controls (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity X Waive and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness SQ b-�o F>C/ rac nr Submission Without a Cover Letter r �/�N 1 0 L 2 OLE SpUTHOLD TOWN �tpLANNING BOARD CM. Name: Project Title: SCTM#: 1000 - � -- / — �• � �� � ba ld 1��� y Date: Details of Submission: N• Id OAF" f' '� n.., I 'M .:i 00 �'E', 51020 MAIN ROAD P6 L i'k SOIJlHODL , NX11971 sau"')'..L' "VIN N B���Rd a_ MWEMORANDUUM I .S FROM PAT RICLA C.MOOI:E sui ffmicT ac '96 9 ..... ..... ........... .............. kn�e�w COMMENT: w"Shnc,/,��) / A`17 ._.......... ..._ ....... .. .. SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM JAN 3 0 2026 SOU7HOLD TOWN Site Plan Name and Location PLANNING BOARDN`Gl'1r1�DW ��v�e��iN pP�hes�L1L (vpdqi7d) Site Plan Name: V Application Date: 1 1z C91_�� Suffolk County Tax Map#1000-�-�_- ��� Other SCTM#s Street Address: v�S Lf I C) + Hamlet: n e-n�- Distance to nearest intersection: 0,60�az �A 1��Vls LC\V�..� Q 'T Type of Site Plan: New Amended Residential Zoning District Owners/Agent Contact information Please list name, majIft address, and phone number for the pfpple below.- Property Owner M&VO'C6W rz L(L Street c�c3 y i O �,� v�J ., ��f'��.VI:�" Cit State Zip I 115-7 Home Telephone�'�'f 7�—LL4S�-12.7—i Other nc Street 12 City_ =C.�.�`C.�COkl C� State N' Y• dip l (17 � r Home Telephone zja'R � Other �;fr� "�+� ��!�1 C Applicant's Agent or Representative. t��?q Contact Persons)* �16,"�"''C C�L� C ' N O O 1'� Street (671 o 20 �. V-X �d- City �110 1 O� _ StateN-�' Zip 7 l 01-- Office Telephone I(o 4 Other OCM-00rc (2 I���feSL�"�'`'�S' (16'r *Unless otherwise requested, correspondence will be sent only io the contact person noted here. Site Plan Application Forni 2/1812010 Site Data Proposed construction type: New Modification of Existing Structure Agricultural t � Property ytotal acreage or square footage: 344. • • • Change of use • - r square footage: ��� —Sac./sq.. # . V'e . t4a Vrk Site Flan build-out acreage• s g q Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does theparcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y N If`� es", explain(and attach any necessary documentation—title report, subdivision approval, etc.) , t t Vii0a ��ts Notice of Disapproval 1 ' Building Department�No pproval Date: . Is an application to the Southold Tovtirn Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses and existing. Indicate which building Will have Which use. If more then one use is proposed proposed per building, indicate square footage of floor area per use. List all existing pro P ' e uses. � List all proposed property uses: c-- kn � or Other accessory uses: V(a } J p % Existing lot coverage �. - Proposed lot v rc' g _ a . . � •� t�'�"�^ CAq(cue n -7� - - .. I Q.- t( C r Jar•5��— br�/_/4 Gross floor area o existing structure(s): sq. ft. Gross Boor area of proposed st cture+s : Fez vm N/A ,-Parking Space Data: #of existing spaces.—#of proposed spaces: Loading Berth: Yes _No Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: % P g � • • , � Wetlands: Is this property within 500 of a wetland area? Yes No Maybe Wet p p y - I,the undersigned, certify that all the above information is true. —28 r-2 6 Signature of Preparer, Date: 2 Site Plan.-I pphcation Form 211812010 SOUTH OLD PLANNING BOARD �'° [ ] /f �0 SITE PLAN APPLICATION FOII.V I DIlE $ 0 9 2025 sou'rHOLD TOWN Site Plan Name and Location PLANNING BOARD Site Plan Name: � . , _ Application Date: Suffolk County Tag Map#1000- / - / - lS Other SCTM#s Street Address: 0?8, O Hamlet: T Distance to nearest intersection: Type of Site Plan: New Amended Residential Zoning District 12- �zo0 Owners/Agent Contact Information Please list name, nnailhr g address, and Acne number for the people below: Property Owner ZV--a.. �!. ^ '� � _-�-- Street /O 121f City "a State v dipz! Home Telephone '" Other Applicantrr . Street l'7�0 zz City , �,c _ _State n1�2f 3S— Home Telephone 3 '/_"-6 C. - 3 ,�1 Other Applicant's Agent or Representative: Contact Persons)*_wwwwww � 7 ll'`P Street / � City �k � State ?i p__L(t7 Office Telephone µ ,3-50 Other (�- rc(l l . *Unless otherwise requested, correspondence will be sent only the contact person noted here. � p Site Plan application Form 211812010 Site Data Proposed construction type: �� New Modification of Existing Structure x Agricultural Change of use Property total acreage or square footage: 3 �.SSr ac./sq. ft. Site Plan build-out acreage or square footage: a%S ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No IX If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YXN If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: / / N/�} *ne4jkie � Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses:_A7 heee 14 List all proposed property uses: d At 0 d Other accessory uses: r p Existing lot coera� ��5 % Proposer lot eoerag�,�>/o �'% C� r Gross floor area of existing structure(s): �4_IAIsq, ft. Gross floor area of proposed structure(s): 3, y�1OS� Parking Space Data: #of existing spaces: #of proposed spaces: Loading Berth: Yes No PE Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: % a property ' Wetlands: Is thiswithin 500 of a wetland areas Yes No Maybe en I, the undersigned, certify that all the above information is true. Signature of Pre parer: Date: g P 2 Site Plan Application Form 211812010 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 16, 2026 TO: Patricia Moore(Narrow River Props LLC) 51020 Main Road Southold,,NY 11971 Please take notice that your application dated November 6,2025: For a permit to: construct an agricuitural byestock barn and an agicultural stoi-a2e barn at: b- Location of property: 284 10 Main Road,Orient,NY County Tax Map No. 1000—Section.1 9 Block I Lot 1.5 Is returned herewith and disapproved on the following grounds: The 12roposed construction requires site.plan approval from the Soutfiold'Fown Planning Board and Land Preservation approval. You may now apply to these agencies directly. --�T-gnatui-e Authorized Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Planning Board Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it--to take whatever action is necessary to avoid same. Your Name; _ �`e���M �T� pw lj Gco- I�C7� "re Last,First,middl nitial unless you are applying in the name ofsomeone else or other entity, such as a company. Ifso, indicate the other person's or company's name. Nature of Application: (Check all that apply)Subdivision or Re-subdivision _......, Site Plan �` (Aq,5�,Juyr Other(Please name other activity) v Do you personally(or through your company,spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YesNo If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person........................................................................................ Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day of 20 4 Signature Print Nan? , •..., Disclosure Form Southold d la ning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: _ I r tL.C '�G� r►o!UG1.f'� I I l©O n° . Last,First, middle initial unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the otherperson's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision _ Site Plan (�✓� Other(Please name other activity) Do you personally(or through your company,spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No Y, If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold ............... Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship Submitted this clay of20 Sigiittture Print Na Disclosure Form SOUTHOLD PLANNING DEPARTMENT I,JEREMYARMSTRONG, owner(s) of the property identified as SCTM# l 9- d a y/O ,A s in , _ ,, ,NY,hereby authorize PATRICIA C MOORE to act as my agent and handle all necessary work involved with the subdivision/site plan application process for this property with the Southold Planning Board. Signature: Sworn before me this_71_day of ! G MADISON i ESSINA Notary Publics State of New York No.OIME6 TO SS Qualified in Suffolk County Commission Expires February 0 d 200—% APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he resides at / ` w /"✓11 3,J in the State of New York, and that he is the owner of property located at SCTM# l — / , o7tliat he is the of the 1Va,,rr o V t! (Title) (Specify whether Partnership o Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Signed. (Part -r or Corp rate Off�aiifle) Sworn to me this day of N �, a'�G5 No t`y Public MADISON MESSINA Notary Public,State of New York No.01 ME6370536 Qualified in Suffolk County I (1 Commission Expires February 05,20-2 4001, Town of Southold LWRP CONSISTENCY ASSESSMENT FORM JAN 3 0 7026 Ir 14 soi-l'"OW -ft, A. INSTRUCTIONS PLAWkI5 ff hyd I All app licants for permits* 'including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in i Permits making a determination of consistency. *Except minor exempt actions includit g BW Iding Peis i and other ministerial permi ts not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A prm)osed action will be evaluated as to its s-- ificant beneficial and adverse effect coastal area(which includes all of Southold T yr ). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LVR.,,.P policy standards and conditions contained in the consistency review law, Titus, each answer must he explained in detail,listing hotb supoortine and n0fl7 -0 sqQR2.rtinia facts. If an action cannot be certified as consistent with the LVV-RP policy standards and conditions, it shall not be under-taken. A copy of the LWRP is available in the following places: online at the Town of Southold 5 s website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all l ocal libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 9-- I 'I '.r PROJECT NAW The Application has been submitted to(check appropriate response): Town Board Planning Board F;71 Building Dept Board of Trustees I Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: P. t Srec PYV eA(( Cie J [k r 9 rtt; Dt Town of Southold � LOK LWRP CONSISTENCY ASSESSMENT FORM DEC 025 SOUTHOLD TOWN PL ANWNG BOARD A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. Z Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area which, includes all of Southold Town), 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Titus each answer must be explained in detail list�ing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shalll not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME CMG r The Application has been submitted to(check appropriate response): Town Board D Planning Board Building Dept. El Board of Trustees El 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: S- a�----- ...k�� �rwvu�-tics f r��rl Location of action: c7 ky/ D IZ44 Site acreage:-- n � � Present land use: Present zoning classification: o 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:_ - ' "v rV (b) Mailing address: (c) Telephone number: Area Code Jot vL (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? IV Yes ❑ No J If yes,which state or federal agency?' C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes [:] No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ No 1� Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No [P�' Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes 1:11 No IgNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. Yes F1No �K Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ Nop Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No 154 Not Applicable ------------------ PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. �❑ Yes❑ No�Z Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No Ej Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No X Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No r� Not Applicable PREPARED BY TITLE DATE �'��Z � Amended on 811105 Full Environmental Assessment Form FDEC Part 1 -Project and Setting 0 9 2025 Instructions for Completing Part 1 SOUTHOLD TOWN PLMNNN2G BOARD Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor; and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Applicant/Sponsor Information. ........................... Name of Action or Project: Narrow River Properties LLC .... .. ....... ........ Project Location(describe,and attach a general location map): 28410 Rt.25,Orient NY Brief Description of Proposed Action(include purpose or need): agricultural barn(livestock barn)and chicken coop on Agricultural Development Rights sold parcel _.. _ ................ _._._ Name of Applicant/Sponsor: Telephone: 347-645-3223 Narrow River Properties LLC E-Mail:c/o pcmoore@mooreattys.com ... Address: 28410 Rt 25 - __.. .... City/PO:Orient State:NY Zip Code:11957 Project Contact(if not same as sponsor;give name and title/role): Telephone; Jeremy Armstrong,Memeber of LLC . E-Mail: Address: 1200 Skunk Lane City/PO: State: Zip Code: Cutchogue NY 11935 Property Owner (if not same as sponsor): Telephone: ._.......................... E-Mail: ....... ........ —. Address: ............ _ ................ _. City/PO: State: Zip Code: Page 1 of 13 FEAF 2019 B.Government Approvals ..... _.............. ........ ......... B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ®Yes❑No 12-9-25 Planning Board or Commission c. City,Town or ❑Yes®No Village Zoning Board of Appeals d.Other local agencies ®Yes❑No Land Preservation 12-9-25 e. County agencies ®Yes❑No f.Regional agencies ❑Yes❑No g. State agencies ❑Yes®No agricultural use-freshwater-exceeds 100' h.Federal agencies ❑Yes❑No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ®Yes❑No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ®Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? r If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a. Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ®Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): scenic byway c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. O Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c. Is a zoning change requested as part of the proposed action? ❑YesONo If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? Oderwt b.What police or other public protection forces serve the project site? Southold c.Which fire protection and emergency medical services serve the project site? Southold d.What parks serve the project site? State Parks D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Agricultural b. a.Total acreage of the site of the proposed action? 29 acres acres b.Total acreage to be physically disturbed? .01 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 29 acres c. Is the proposed action an expansion of an existing project or use? ❑YesONo i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes EINo If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. Is a cluster/conservation layout proposed? ❑Yes ONo iii.Number of lots proposed? _............._ iv. Minimum and maximum proposed lot sizes? Minimum .... Maximum e.Will the proposed action be constructed in multiple phases? ❑YesONo i. If No,anticipated period of construction: months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month wear • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: ................. Page 3 of 13 f.Does the project include new residential uses? ❑YesONo If Yes,show numbers of units proposed. One Family Two Family Three Family Multi,pLe Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ❑YesONo If Yes, i.Total number of structures ii. Dimensions(in feet)of largest proposed structure: height; width; and length iii. Approximate extent of building space to be heated or cooled: - square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑YesONo liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: Ground water❑Surface water streams❑Other specify: _. ................_. iii. If other than water,identify the type of impounded/contained liquids and their source. __............... _ __ _ ...................... iv. Approximate size of the proposed impoundment. Volume:___ million gallons; surface area: _ _ acres v. Dimensions of the proposed dam or impounding structure: height; length A Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete). D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? YesFallo (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? Barn on a slab ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics' of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be o nsite dewatering or processing of excavated materials? Yes No If yes,describe. v. What is the total area to be dredged or excavated? ........._......_ .... acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet vid. Will the excavation require blasting? ❑YesONo ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑YesRJNo into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii.Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: ua. _._.. ....._ ........ _... ff.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes Rio If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes®No If Yes: • acres of aquatic vegetation proposed to be removed: _........... • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): ............. . ........... • proposed method of plant removal: ........ _W • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ❑Yes Olo If Yes: i. Total anticipated water usage/demand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? ❑Yes®No If Yes: • Name of district or service area: Private Well • Does the existing public water supply have capacity to serve the proposal. ❑Yes[--]No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No • Do existing lines serve the project site? ❑Yes[--]No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes Flo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: ........... iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes®No If,Yes: • Applicant/sponsor for new district: .... ., • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: ............ .--.._.. vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ❑Yes®No If Yes: i. Total anticipated liquid waste generation per day: ......._, gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial; if combination,describe all components and approximate volumes or proportions of each): ................. ........ .... iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: .......... _, • Name of district: _ITITIT_ _....... .............................................. r Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑ ❑Yes No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑YesONo • Will a line extension within an existing district be necessary to serve the project? ❑YesONo If Yes: Describe extensions or capacity expansions proposed to serve this project: ........................... ......_. ................. _ ....... iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑YesONo If Yes: • Applicant/sponsor for new district: __IT _ • Date application submitted or anticipated; ......, • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): .... ..... ..... vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes ONo sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. ........ ........ - _._._. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? ...... ........ .............___ _._.... • If to surface waters,identify receiving water bodies or wetlands: ...... .................................................. • Will stormwater runoff flow to adjacent properties? ❑YesONo iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? OYes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes ONo combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment, fleet or delivery vehicles) ..... ii. Stationary sources during construction(e.g.,power generation, structural heating,batch plant,crushers) I Z Z. ......................................... ......... ........ Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes ONo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet []Yes ONo ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • .....................................____Toms/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons./year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, DYes®No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii. Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring):. i 11 I'll.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑'YesgNo quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yesp]No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv.Does the proposed action include any shared use parking? ❑✓Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: ..... ... ........ ..... vi. Are public/private transportation service(s)or facilities available within''/z mile of the proposed site? EYes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yesp]No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing E]Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes, No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: _ ................... ii. Anticipated sources/suppliers_ n-- 'p uppliers of electricity for the project(e.g.,o -site combustion,on-site renewable,via grid/local utility,or other): _._. ............. iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yesp]No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • MondayFriday: 8-5.., • Monday-Friday: 8-5 - Y .._ _ � ...._.._ • Saturday: 8-3 0 Saturday: 8-3 • Sunday:_ .........._._ 8-3 • Sunday: .... 8-3 ._ ....� Holidays: 8-3 • Holidays: __�_.. 8-3 .. Y �.._� .... Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes ONo operation,or both? If yes: i. Provide details including sources,time of day and duration: .......... ..... ..° ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes ONo Describe: ... ..... n.Will the proposed action have outdoor lighting. ❑Yes ONo If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: _........ ............. - ........ ........ ..... ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? O Yes❑No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: ww..... ...... ....._................ ....... p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored_ _ ii. Volume(s) per unit time (e.g.,month,year) iii. Generally,describe the proposed storage facilities: ........ q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ONo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the a°o creed action use Integrated Pest Mana eii �t Practices? El Yes ONo r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal 0 Yes 0No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation: tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: _ ............._� • Operation: ........... .............. _. iii. Proposed disposal methods/facilities for solid waste generated on-site:. • Construction: .. • Operation: ........................... Page 8of13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): _ ii. Anticipated rate of disposal/processing:'p • Tons/month,if transfer or other non-combustion/thermal treatment,or e Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑YesONo waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: _._. .... ii. Generally describe processes or activities involving hazardous wastes or constituents: ....... __ ......_ .......... iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: V. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes:provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site .......... ...... ......... a._ _ Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial 0 Residential(suburban) ❑ Rural(non-farm) ❑ Forest 0 Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: ................_ ....... b.Land uses and covertypes on the project site. ................_.................. �_..... Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) .. ...... .� _ ........... • Roads,buildings,and other paved or impervious 0 surfaces Forested 0 ............. _...... .........._._.� Meadows,grasslands or brushlands(non- o agricultural,including abandoned agricultural) • Agricultural 0 (includes active orchards,field,greenhouse etc.) • Surface water features 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 • Non-vegetated(bare rock,earth or fill) ..........._._ _................ • Other Describe:Agricultural use of premises will not change 0 Page 9 of 13 c.Is the project site presently used b members of the p � p y y community for public recreation? ❑Yes No i. If Yes: explain: _ —. d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ®Yes❑No day care centers, or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: School and parks ........ _.......,,,,_ _ ........�. — - _._. _ ......— .............. ........... ....— e. Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: _ feet • Surface area: acres • Volume impounded: gallons OR acre-feet U. Dam's existing hazard classification: _ ast ill. Provide date and summarize results of 1 inspection: ...... .......— -... f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? El Yes[]No • If yes,cite sources/documentation: --- ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: W. ....... ....... ._... ......-. _._._� Describe any development constraints due to the prior solid waste activities. Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes g g No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): _ ..., ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures:. _...........— _ _ ............... _. ww............ W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database. ❑Yes®No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 _. ...........--- ..... _. ..........� v. Is the project site subject to an institutional control limiting property uses. ❑Yes0No • If yes,DEC site ID number: ............. ........ • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations; _ ._.......... _ • Describe any engineering controls • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: ............ E.2. Natural Resources On or Near Project Site .......... ............. ......... _... ............... _. a.What is the average depth to bedrock on the project site? n/a feet ........ b.Are there bedrock outcroppings on the project site? ❑YesONo If Yes,what proportion of the site is comprised of bedrock outcroppings? % .... _. ._._. _.. c.Predominant soil type(s)present on project site: sand&loam __ 100 d.What is the average depth to the water table on the project site? Average: g p p � @5 feet . .... .............................. e.Drainage status of project site soils:0 Well Drained: 100%of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site ............ .... .._. f.Approximate proportion of proposed action site with slopes: 0 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? MYesoNo If Yes,describe: ...._._ . ........ _........... ._._._._ h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, OYes❑No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? OYes❑No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ®Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Trustees(if within 100) .... Approximate Size • Wetland No. (if regulated by DEC) if within 100 for freshwater 300 for tidal v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired []Yes ONo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ... ..... ........ i.Is the project site in a designated Floodway? OYes[]No the project site in the j.Is p j 100-year Floodplain? OYes❑No k.Is the project site in the 500-y ear Floodplain? ®Yes[]No 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? OYesrJNo If Yes: i.Name of aquifer: Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: _ water birds designated significant natural community?n.Does the pro ject site contain a ❑YesONo P J ty If Yes: i. Describe the habitat/community(composition,function,and basis for designation): ii... _.._ Source(s)of description or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): ........... acres .. ....... ............... _. _. ww... .— o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑I,YesONo endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): ............ .... _ ........... p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of YesO N'o special concern? If Yes: i. Species and hstiiig: ...... _........... _ .... __._ ............ .. q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesONo If yes,give a brief description of how the proposed action may affect that use: .......... E.3. Designated Public Resources On or Near Project Site ...... a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to OYes❑No Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: ..... .............., ........ ........................ _....... b.Are agricultural lands consisting of highly productive soils present? ®Yes❑No i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s); __.... _._. _ ............. c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑YesONo Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: _ p_ project site located in or does it adjoin a state listed ......... d.Is the p J J Critical Environmental Areas OYes❑No If Yes: i. CEA name: Narrow River ii. Basis for designation: State iii. Designating agency and date: NYSDEC Page 12 of 13 ..... ......... _ - _.-_. e.Does the project site contain or is it substantially contiguous to,a building,archaeological site,or district ❑YesO No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: ... .... _ __... ...._. ....... _. f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑YesONo archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? Have additional archaeological ........ _._._. g. eological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): ii. Basis for identification: _..... _ ................ h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local OYes❑No scenic or aesthetic resource? If Yes: Orinet State Park&scenic byway a. Identify resource: .._. ii. Nature of,or basis for,designation(e.g.,established highway overlook, state or local park, state historic trail or scenic byway, etc.) iii. Distance between project and resource:_ one miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Paticia C.,Meor Date 12-9-25 Signature ............... � .................. Title attorne y PRINT FORM Page 13 of 13 Operating Agreement Of NARROW RIVER PROPERTIES LLC A New York Limited Liability Company This Operating Agreement(thin"Agreement") or Narrow River Properties LLC (the"Company"),eflective as of October 18, 2021, is cratcrod into by and between (lie Company and Jeremy Thane Armstrong, as the single member of the Company (the "Member"). Pursuant to, and in accordance with, the New York Limited Liability Company Law,as amended from bane to time,(the"Act")the Member's rights and obligations with respect to the Company and the operation and management of the business and affairs of the Company shall be as follows: 1. Formation. The Company was formed on September 21, 2021, in accordance with,and pursuant to,the Act. 2. Term. The term of the Company shall commence on the(late hereof and continue perpetually,unless the Company is earlier dissolved in accordance herewith and with the Act. 3. Name. The name of the Company is "Narrow River Properties LLC:' The Company may do business under that name and,as permitted by applicable law,under any other name determined from time to time by the Member. 4. I'r'pa iLa a1 f ff(ce,The Company's principal place of business shall be located at 166 Beard Street, Brooklyn,NY 11238, or such other place determined from time to time by the Member. 5. ktiW theme C" m aany. The purpose of the Company shall be (a) to purchase,own,hold, sell,(assign,transfer,operate, 'lease„mortgage,pledge and otherwise deal with the real property known as 1225 Leeton Drive.,Southold,New"fork 11' 21 for any and all lcgal purposes,and(b)exercise all of the rights and privileges of,and per6orm all of the obligations arising from,said purposes, The Company may exercise all powers necessary to,or reasonably connected with,the Company's business bona time to time,and may engage in all, activities necessary, customary, related or incidental to any of the foregoing. 6. Members. (a) hi ial Memb-r.The initial Member owns 10tJ%of the membership interests in the Company.'rhe name and the mailing address of the'Member arc as follows: 1 Jeremy Thane Armstrong 166 Beard Street Brooklyn,NY 11238 (b) ddifioijql Mcaibg One or more additional members may be admitted to the Company with the consent of the Member,Prior to tile adniis-sion of any such additional members to the Company, the Member Shall uniend this Agreement to make such changes as the Member shall determine to reflect the fact that the Company shall have such additional members. P"ach additional member shall execute and deliver as joinder,supplement,or counterpart to this Agreement,as necessary. 7. Manavernent (a) Agthorijy. &L LP_p_Nver&and 'ihpMernlvq The Company,shall be member-managed. The Member Shall have exclusive and complete authority and discretion to manage the operations and affairs of the Company and to niake all decisions regarding the business of the Company. Any action taken by the Menibcr shall constitute the act of and serve to bind the Cornpany. Persons dealing with time Company are entitled to T-ely conclusively on the power and authority of the Member its set forth in this Agreement.The Member shall have all rights and powers ofa manager under the Act,and shall have such authority,rights,and powers in the nianagonient of the Company to do any and all other acts and things necessary,proper,convenient,or advisabic to effectuate the purposes of this Agreement. (b) hj� tI_qq I.If 'file Member may, from tinic to time,designate one or more officers with such titles as may be dcsignatcd by the\Mcinber to act in the name ofthe Company with such authority;is may be delegated to such officers by time Nternber (each such designated person, an "Officer"). Any such Officer shall act pursuant to such delegated authority until Such Officer is removed by the Member.Any action taken by an Officer designated by the Member pursuant to authority delegated to such Officer-;hall constitute the act of und serve to bind the Company,Persons dealing with the Company aw entitled to rely conclusively on the power and authority of' tiny Officer set forth in this Agreement and any instrument designating,such Officer and. the authority delegated to him or her. 8. LLab- Lty of Member•—emnifica�'!, jn�-� LipLoilitI. Except as otherwise required in the Act, the debts, obligations,mid liabilities of'the Company,whether arising in contract,tort,or otherwise, shall be solely the debts,obligations,and liabilities of the Company,and the Member shall not be liable for any such debt,obligation,or liability ofthe Company solely by reason of being the Member or participating in the managerricrit or conducl of the business of tile Company (b) LncLernnificatiom To the fullest extent permitted under time Act,the Member(irrespective of the capacity in which it acts)shall be entitled to indenrnification and advancement of expenses firom the Company for and against any loss,damage,claim, 2 or expense(including attorneys' tees)whatsoever incurred by the'Member relating to or arising out or any,act or omission or alleged acts or omissions(whether or'lot constituting negligence or gross negligence) performed or omiuc4 by the Member on behalf(if the Company;provided,however,that any indemnity under this Section(b)shall be provided out of and to the extent of Company assets only, and neither the Member nor any other person or entity shall have any personal liability on account thereof. 9. LaX il9d--00-11-trh ,�, The Member hereby agrees to contribute to the - - -U-6-211s Company such cash,property,orservices as determined by the Member. 10. ]�A�Siaqjs: Ine(gine;and DSductiI9 p o . . (a) IM_aqllas.As long as the Company Meats only one atember,it is the intention of the Company and the Member that(lie Company be treated as a disregarded entity for federal and all relevant state tux purposes and neither the Company nor tile Member shall tahc any action or make any election that is inconsistent with such lax treatruem. All provisions of this Agreement are to be construed so as to preserve tile Company's tax status as a disregarded entity. (b) )nco ne and Dj-�uctions. All items of income,gain,loss,deduction, Li ..... _ and credit of the Company (including,without limitation,items not subject to ficdcral or state incorne tax)shall,be treated for federal and all relevant state income tax purposes as items of income,gain,loss,deduction,and credit of the Member. 11. Distributions, No distribution shall be declared and paid unless,after giving effect thereto,the assets of the Company exceed the Company's liabilities. 12. D i�ss(A U—t komv.L (a) 'nic Company shall di%solvc,,and itsafrairs shall be wound up,upon the first to occur of the following: (i) the written consent of the Member or(6)any other event or circumstance giving rise to tile dissolution or mile Company under Section 701 of the Act,unless the Company's existence is continued pursuant to the Act. (b) Upon dissolution of the, Company, the ('Ionip�any !shall, unless restricted by Section 703 of the Act,immediately cominclice to Nyind up its aflifirs and tile Member shall promptly liquidate the business of the Company,During the period of the winding up of that,allhirs of tile Cornpany,the rights and obligations of the Member under this Agreement shall continue. (c) In the event of dissolution, the Company shall,unless restricted by Section 703 of the Act,conduct only Such activities as are necessary to wind tip its affairs (including the sale of the assets ail`the Company in an orderly manner), and the assets of the Company shall be applied is follows: (i) first, to creditors, to the extent otherwise permitted by Law,in satisfaction of liabilities of the Company(whethcr by payment or the making of rcasonablc provision for payment thereof);,amid(ii)second,to the Member. 3 (d) Upon the completion of the winding up of the CO.mpnny, the Member shall file articles of dissolutions with the New York State Department ol`State in accordance with the Act. 13. Amendments.Amendments to this Agreement may be made only with the consent of the Member. l 1 1p i aSmgp,ot"New-"York I , '1"'his Agreement. and the application or interpretation hereof,shall be,governed by and in accordance with the laws of the Statc of l"~l'ew York applicable to agreements suadc and folly to be per(braned therein„ and specifically the Act. 15. �u ces o s anti •1s.1, isms. All rat' the covenants, terms. provisions and agreements contained in this Agreement shall be binding upon.and inure to the benefit of,, the parties hercto and, to the extent permitted by this Agreement, their successors,beans, Cegatc.cs,devisees,assigns, legal representatives„ executors and adtniuistrators, except as otherwise provided herein. 16, �C erabi�it . If any provision,or portion thereof,ofthis Agreement, or its application to any A "son,entity or circumstance,shall be invalid, illegasl or unenforceable to any extent,the remainder of this Agreement, such provision and their application shall not be afr°ected thcrcby, but shall be interpreted without such unenforceable provision or portion thereof so a^sto give cffcct,insol°aras is possible,tea the original intent ofthe parties, and shall otherwise be enforceable to tine fullest extent pernnitted lay law, [Signatures on the following page.] 4 IN WITNESS WHEREOF, the undersigned have executed this Operating Agreement as of the date first above written. MEMBER: Jeremy Thant Armstrong COMPANY: Narrow River Properties LLC,a New York limited liability company j er wIay Fhan M Armstrong,Sole etlibLI. 5 OFFICE LOCATION: MAILING ADDRESS Town Hall AnnexR � r P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631-765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: December 9, 2025 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name &Type Tax Map# Amount checkk Date/No. ............................... ..................... Narrow River Properties AG Barn Site 11/7/2025 - #107 p 19.-1-1.5 $500.00 Narrow River Plan Properties LLC CEW Att. STRUCTURE KEY - - °7•o , �� - \�'/'�''`' ( 1 NARROW RIVER # STRUCTURE USE LOTCOVERAGE �\ PROPERTIES,LLC 28410 Moen Road 1 PROPOSED AGRICULTURAL LIVESTOCK BARN 3,440 SF -_- _ _ _ i•-I _ �� i Orient,New York 2 EXISTING CHICKEN COOP 742 SF 1 _- 3 PROPOSED AGRICULTURAL STORAGE BARN 1,800 SF I - - -j �` 'IS 4 EXISTING GREENHOUSE(SITE PLAN APPROVED) 1,495 SF FENCE o MATCH EXISTTIING PASTURE I- -`- - v .`I I I � APPROVAL LT N STORAGE SITE PLAN APPROVED 785 SF 5 EXISTING AGRICU ORAL BAR ( )( ) -.�_,LruRAL � 1 EXISTING AGRICU _ „ FENCE(TYP.) � `�� / i . f. .. �- .�-�`-sc_ ��- PASTURE •I.3�✓- •/ - _ .. .. ..-.• _i , � _ marshal paeizel �� 71 vl PASTURE / -..3.1 v v v.. ..v V v Y v V..v y v IfI I PO BOX 470 , 1 5175 Middle Road i J t' , 1 Maly uck NY 11952 7♦ ` ♦,'/, t I /J I.. v ..v..v..V .-.- ---v-v-v..v..V v� i I I prer%e:Ib311 209-2410 �{ ` / . I - v - - -` -- v - v 1 1 rox: 16311�1L-50M \ 1 ` - - -I I 1 email sludIcUmplasludi0com WETLAND BOUNDARY DELINEATED BY SUFFOLK �.� ' / l 1'AS1t41L `- ----_`v -CULTIVATED ----- v- ENVIRONM ENTALCONSULTING INC 11-08-2018, '_- - _ _ ., .,FIELD- - . - - --I .i I VERIFlED BY EN-CONSULTANTS,D90-2018, �' ` // -I�- ,1 1 - L 1 1 P wers Ha Y ©1 N�e,�PPP A0 (_ _ _ r PoweChrislrs Hancocopher k Design (NYS FRESHWATER BOUNDARY NO OE) , ♦ . _- -..-..-.. - .. .. .. .. .. ..-4.- P.O.Box 400 _ -♦ r ♦' // { _ (eAD00pt ; - - - - - .. - -..--- - _I Owce:Sown(63)s D3Z800 1970 (_ W I I! I SURVEYOR: ' � �''/ I '"`-•( i , - - - - - - - - - - - --I l ,iii,,,,,yyy777 I Nalhon TOf I Corviin III Land Surveyor Ba- - - - - - I '• 58 New York 11947 - - OIGce:I586 Main Rootl James m ---- - v- -- ;O."CE:espOn New York 11947 Office:(631)727-2090 k . - - I 1 ------------------------- Y- tit lr� i1UC1L41E -- To eE REMOVED Ir \� +nowxo 1 , WOODED AREA OW - OMVEWA7' / ♦ E%ISTING PADDOCK FENCING 4 � • ,� - // GATES TO BE REMOVED(TYP) ` \ r--------- ___________ -� r v ______ 0. SITE DATA: \ \ / \ �/' f--- \• _ \- ~-\ -I I ^^7,--II I SCTm N:1000-19-01-13 - - - - - -I 1 �F I Lol Area:218,730SF for 5021acres) •v` `\ I I O SCTM#District:R-00 1-1 \ I SCTMR:1000-19-0I-1 4 ��y�� �1�p O! -\\' - - �' - -\- - - lr--I '' •� i Lot Area:1.286,284 SF)or 29 531 acres) o" •G*} C3OM G 1 v\ - -- _ _ _ I Y Zoning DisMcl:R-200 P ` \ Il I D CHIC OW - ' - `` ,\,\ _ _ -,.-- -\\ - - ------_-- V- -I I ! NOTES: • I 1 1 I 1 Base mop inlormolion based on survey •� - - -I I Prepared Nol han Tait Corwin III Lend - _ - - - - • . Iv Ii Surveyor in ated April 20.2023, ---- -- �` - ��' _ - - - \- -1 1 2 This drawing is for the purpose of --------_ � 'Y ,\ \ -- -- --- t I p obtaining permits only NOT FOR \ O s \ sl- \�f� \ .,-.-.-.r- --- - ..-..- .� F• I ! m CONSTRUCTION. \ \ _` _`\\ _ _ _ _ ,,~� - I -I ( 1 3 Unouthori7edalleraliona[this pion Isa % - y - `� -- --- _I- viololion of NYS Educclion Low '� \ --_ r_ - - 1 .. - - \ - - _ _ 'IP1a�_ „��-� I -I 1 z REVISIONS PATE DESCRIPTION `LINE OF WETLAND �� I \ �` -`�. J` I -I 1 BOUNDARY `v - -~.-` -. . . . . .---- - - -__-_ I` % LEGEND \O�J)\\ \ '� CULTIVATED PIELD - _ . v .. v ., _ _ \ .1 \ "O\ � -- W6 ryy;iLM10 a.•S` �:=���1�}"-"-"- _ --.'-`y---`-„-•`•--- - _ _•-..`..-..-�, - -.�{----- ` v�- `• _`t-( -`�,4 ( PROPERTY LINE 5 0 p t � ' ——— uat�.ccpaaaa r c. PROPOSFOCON{OUR �� r.T•,oG C" ,\'•, \\�1 _ - _ - _ - _ _ _- - _.- - --- -- -.. �'r- -- J\;. .. ,� 1l)LI EGAGRICULTURAL iEN ` CING TO -I Y -� ' 7r , REMAIN s`�"'F, \ `„-- .` _ v _ • . . - . • . . • • v • . • - v��`-�I�� �\ ~ EXISTING AGRICUUURALFENONG• Ifs^C`t..�`.- \\ `i�. \ - .- - - . • \ •,� ` \ 1 GATES TO BE REMOVED 14 l7•P,{OP OF X(30) EXISTING SPOT ELEVATION ♦30 PROPOSED SPOT ELEVATION ` TITLE: LOT SIZE \ \�� _• _ -•` ` 't��.�- WETLAND BOUNDARY MCTLAti000u\wrF DcuNEATrtD erF,urrout r ENTIRE PARCEL 34.552 ACRES(1,505,114 SF) ` \�_- - --_ �' CW11UOf=&V 06COPOMT YIG 114XhYU1a- r BUILDABLE LAND 32.84 ACRES(1,430,700 SF) \ - - ♦/ VfMFI':D�tl6ATER ROUND YNO 04J -4\ f I 1W wETIAND SETBACK \ ��� (NYS FRESIONATER l0.7f1DARY NO 0i1 - I DRI PARCEL 5.021 ACRES(218,730 SF) \\\- - _ - - _ _ - �� ' I ,, SITE PLAN / LINE OF LIMITED WAVE ACTION BUILDABLE LAND 5.021 ACRES(218,7305F) \\ ��` _ _ _ _ - _ - ,r�,�, / , � �� ORS PARCEL 29.531 ACRES(1,286,364 SF) \\ -_ - -,��' ' ! j FIN�it, , BUILDABLE LAND 27.82 ACRES(1,211,970 SF) i I FLOOD ZONE ALLOWABLE LOT COVERAGE(5%OF BUILDABLE LAND) `\ ` -v-v------ - _______ __— ————J , 1 PROPERTY SETBACKS AGRICULTURAL STRUCTURES(ENTIRE PARCEL) 71,535 SF \ \ \\ ==-==- -:- �-s`---1--r-- r - __-- / / \\ - , / r T CULTIVATED FIELD - - - - - •� � � �i � / � �'� - f SCALE 1"=60' PROPOSED AGRICULTURAL STRUCTURE COVERAGE \ \�- r r PROPOSED PADDOCK FENCE dNAWV R• AS PER SITE PLAN \ r - .. - -- F ;/ t AGRICULTURAL LOT COVERAGE \ -� - ' '"`r`s` 8,262 SF \ �;7sfC7Ma__ / ! DATE 7msara (STRUCTURES INCLUDED#1,#2,#3,#4&#5) \ 7 7 PROPOSED AGRICULTURAL L�•3 \ F --- - ��„JJ RENSEO Issue D 8126 60'-0- 11 360' \ _ V 2 O O O r,C K 2 R -I T FINISH FLOOA ` t\NATUR'QE%ISTING GIIOE.. ... ---__ .. __ ........................................... - - 4 South Elevation scAle:1/s--r-o- �a ia1 2nd Floor Plan-Storage Bam 2 Scale 118.=1.-011 7 7 w a' xO o AVb)� 5 East Elevation LWdM MofMraS p Scale:1/8-=1'-0" 5175 Rout fAs5lluC%I moot:IC St61GLltl F-Ini S~%trt 65 HuntInl ftmmsm A•a•IK .,. Melvat.h smacE /• - 156Gaunl sxtnsro hlel+t'.1S z o - •I s North Elevation Scale:1/8'_1'-0" FnC 5 SB-� Issue Dale: a= tt/J25 emjw.w b.aww.w i � 1 i -- QmtlOLlet100: Z=WalrVClemem To 9e Removed � / \ / �Eusung weu ro Remnin 1 � f El El EUSLng PC Foundmt nWall NCw P.C.Found.—Wall EnSung CM11 Feundatbn Wall • ®New CMU Foundellon Wall 1 IT JOLT _________II—Below I' East Elevation North Elevation Gu,dA— 101 DoO,Teg 1I — 101 Window Tog Section X.Sheet A>lXX Detail Tag • � x xOx Inlenoo Elevation lag /r Powers Nancocw Design P.O.Bm4DD So..,Jam—1 N4 11970 ACI-5s&3501 4H+H+ / I ' I West Elevation South Elevation 4 Scale_t/8"=1'•0' S Stale'tl8'a t'•0' t Floor Plan-Livestock Barn Scale 1l8'=t•-0' �� j/�,-t• .,, Encanto Del Norte 28410 Maln Road •-./ ;'1.^'�.j�� /.,,�� `• Orient NY 11957 SCTM 9.01"1"5 .y _ Livestock Barn s♦ I_ .��_�� V-+%k� ....(���J �yy1.'�a i Y:_ �.. SCALE:As Noted LB-1 STRUCTURE KEY /: NARROW RIVER # STRUCTURE USE LOT COVERAGE PROPERTIES,LLC 28410 Main Rood 4 EXISTING GREENHOUSE(SITE PLAN APPROVED) 1.495 SF • Orient.New York 5 EXISTING AGRICULTURAL BARN(STORAGE)(SITE PLAN APPROVED) 785 SF 6 PROPOSED DETACHED GARAGE WITH APARTMENT 2,220 SF 7 PROPOSED SWIMMING POOL,HOT TUB+PARTIALLY ABOVE GRADE PATIO 1,665 SF !I i I 8 PROPOSED SINGLE FAMILY DWELLING 4,400 SF \ ! j p ♦ ! I marshal paetizel ♦\ EXISTING ! I �-`Rz APr7117Ei AGRICULTURAL � V FENCE / \ rTYP) \ PO BOR 4i8 6s \ ' 1 5.75NLtldlo Rood \\ ! �/ n4°Ilnuck NY 11952 /I Phone 16311 209-2.10 1-- (631131 \ /r 1 emai sN m io.c dio�plosl�oOm\ / \ // • I ARCHrTECT: WETLAND BOUNDARY DELINEATED BY S'JFFOLK - ®1 // • 1 Christopher Powers.RA ENVIRONMENTAL CONSULTING,INC 11-08-2018. VERIFIED BY EN-CONSULTANTS.04-12-2023 1 1i 1 P 0 B H 00 ancock Design (NYS FRESHWATER 50JNDARY NO 68) ` / I P u Boxrne port ' f!1 South:°mes ,NY 11970 / 1 : �°y Office:(631)I03-0B00 t SURVEYOR: Nolhon 1 -6;11L �� // ' • Corwin III Land Surveyor P 0 Box 16 >;$ // ; + 1 Jornespod New York 11947 / • I Office:1556 Main Rood '/// 1 ; {P�u•I- Jomespon New York 11947 ' -01 • 1 Office:(631}727-2090 �. �0-0 ioacllrna STRUCTURE l 1 / TO BE REMOVED ; // LNP1 i 00 / SRE DATA: Lot Area:21B,7305F(or 5021 acres) \ / / \`� 1 �• ( Zoning District:R-200 O _ \ • SCTIAV:1000-19-01.1 4 Lot Are":1.286.284 SF(or 29 531 acres) w000eD AREA r/ 1 �—�—� Zoning District:R-200 . / `1 % NOTES: R -0/ �� 1 Base map informationbased on survey \\ // V PROPOSED \ .00 / / _ ; purveyed o edl hen 20,Cowin III Land \] (TENANT2a �. ( • Surveyor doled Apr1 20.2023 / /`\ ' PARWNG \ \ / '` G11:. SPACES �•, t 2 This arawing is(or the purpose of \ \ � .0./ �.0 - ' obtaining permil5 only NOT FOR V PROP.NCEO ` I CONSTRUCTION I - "t RED4 ♦♦\\ s 3 Unaulhori2ed allegation of this plan is a` � •� violation of NYS Educ"lion low REVISIONS \ \ DATE DESCRIPTION ` PADOOCKFUNi GATES TO BE REMOVED TYP \ o IDS DRIVEWAY LEGEND \\ r�/ PROPCR:Y UNC 4TJ 'C- � RrFOF HL•"JO O \\ ` DELINEATION -�\\ I \\ �\ D.RI+ORS LAND LAND PROPOSED COWOUR O\ \ \ ` TITLE: EXISTING AGRICULTURAL FENCING 70 REMAIN .7Z%G AG RCULTURAL FENCING+ SITE PLAN LOT SIZE \\ \ ` -��—-- GATES T"BE REMOVED DRI PARCEL 5.021 ACRES(218,730 SF) \ a 0 PROPOSED SPOT CLNAT OV (DRI LAND BUILDABLE LAND 5.021 ACRES(218,730 SF) \ \ \ _ IGC WetLAM05ET13ACM r� \ \ ` u WEIL4ND BOUNDARY ALLOWABLE LOT COVERAGE(5%OF BUILDABLE LAND) \. � II1I lac wFUANDSFTBACK 0 1s 30 RESIDENTIAL STRUCTURES(DRI PARCEL) 10,936.5 SF JNt Of U!W IED WAVL AC110N SCALE 1"=30' PROPOSED LOT COVERAGE(AS PER SITE PLAN) -LOOD ZONE A 1sCA•l ll RESIDE TIAL LOT COVERAGE N n (STRUCTURES INCLUDED#4,#5,#6,#7+#8 10,565 SF J wcral L 1.2g PROP'Rtt SETBACK$ GATE POf60106 REVISED