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HomeMy WebLinkAboutApproved Plans () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO/DDITiONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New Y rk II101 tel. 651.727.2505 fax. 651121.0144 odmin@youngenginee Ing.com N Howard W. Young, Land Evrveyor Thomas G. $NoI ert, Professlonal n Ineer Lott ' DRAINAGE CALCULATIONS pm g i � I �- Adorns, Professlonal nglneer _ 1 ! A45 --- -A46 -. Douglas E.Donfel A. Weaver, Land Eurveyor A I - - - I CMF 3 �-� V=ARC I / A=AREA OF TRIBUTARY(S.F.)RCF - - _ - _ RCF R=RAINFALL(FT.) CMF SILVER / � ' 1 - LANE N , SITE DATA C=COEFFICIENT OF RUNOFF Lot 2 I I RCF - V 3 A44 SCTM NO. 1000 47-2-9 --1 of 1 , / SCTM NO. 1000-47-2-8 = 9,055 Q. FT. -,- I y 1 / y ' TEST HOLE DATA VOLUME REQUIRED * - SCTM NO. 1000-47-2-9 10,351 S - - - - _ W L C E } / / TEST HOLE INFORMATION FROM APRIL 25,2022 ROOF: 1,068 SF x 2/12 x 1.0 = 178 CFQ. FT. = SUBSURFACE SOILS&FOUNDATION EXPLORATIONS VOLUME PROVIDED * SCTM NO. 1000-47-2-10 = 2,944 Q. FT. 1 -t now or former) 1 ``- L o 1 / �AQ PERFORMED B SL KE TEST BORING INC. 10' DIA.x3' DEEP STORM DRAIN = 205 CF * SCTM NO. 1000-47-2-11 = 37,912 Q• FT. y L ti u) I 0 L / / 1 Douglas Dwyer& Eileen Dwyer I ° Y L 3 0 i / 3 / * SCTM NO. 1000-47-2-12 = 22,339 Q. FT. I now I 0 � EL=10.8 0.0' or formerly p L ._ I W o ' TOP SOIL/ SCTM NO. 1000-47-2-11 Joan I C � Co /N / / ORGANICS * SCTM NO. 1000-47-2-13 = 24,196 FT. / I N1jleS Lot 3 1 FRAME 1 0 3 , 2.0 VOLUME REQUIRED Q. FRAME 1 ►� now or formerly / V/ I SHED h SILTY FINE IPF I SHED FRAME I Thomas R. Shearin& / � _-aaz SAND a ROOF: 11,302 SF x 2/12 x 1.0 =1,884 CF SCTM NO. 1000-47-2-14 = 70,070 Q. FT. ' --�,- RCF 616 SHED N89°53'40"E a/ / &RAVEL _ Wanda Sue Shearin o / 4,0' VOLUME PROVIDED SCTM NO. 1000-47-2-15 = 88,340 Q. FT. S86015' N' - CMF 182.00' MPF ---- IPF G28 3 '� ! - (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF 1 0�� 323.77' 627 MPF _ __ ....-' FINE ! - CLAY W/ w- --------'--"- - � D� / - COARSE SCTM LOTS 11 THRU 15 ARE TO BE MERGED PER ZBA APPR VAL. N - _- #I / A4]/ GRAVEL SCTM NO. 1000-47-2-12 now or formerly Lot 4 c�, _ �. - -- #3------ #z / VOLUME REQUIRED IO� 8.0' ' 1 / ROOF: 2,306 SF x 2/12 x 1.0 = 384 CF Bertetto Family _ CLAY - 625 / / 1 Revocable Trust / t1 n0W GW EL=0.8 10.0' VOLUME PROVIDED Edward or f0rmerl PARKING DATA FRAME 7•x' /--/ #5 SCTM NO.01000-47-2-14 TREE IA !/ 1�A40 d Jurrenia Jean f Burden FICLAY W/NE SAND (4)10' DIA.x4' DEEP STORM DRAINS = 1,094 CF * ,M>� . _ 16'DIA 24'DIA / 1� EXISTING PARKING TO MAIN SCTM NO.1000-47-2-15 N KI E - 31 STALLS _ S SCTM NO. 1000-47-2-13 _ SHED j /- OAK TREE o \ VOLUME REQUIRED * PROPOSED PARKING = 19 STALLS I ^" Lot 5 - - k SD/ oNC W ' M -� y 17.0' ROOF: 2,306 SF x 2/12 x 1.0 = 384 CF TOTAL PARKING = 50 TALLS COVgL STOVE 3--? A39 VOLUME PROVIDED 11'DIA / 4.2• �13.1 1 STgLC \ ��!/ S `5 A38 (2)10' DIA.x4' DEEP STORM DRAINS = 547 CF LANDWARD LIMIT OF _ BEECH �`0 � `�(/1 PRF 1 - FRESHWATER WETLANDS AS �% "\ o �'6.8, ° MO JJ °�O 17498, I 1 now - DELINEATED BY COLE #6r SD u 2 ti 3 A37 I or former) ENVIRONMENTAL ON06/25/22, 12'DIA / M �� 6.0' °� / SCTM NO. 1000-47-2-14 I Jeanne y UPDATED ON 09/08/23 y�/ H ST - VOLUME REQUIRED TREE� J. De J• 19,-O � I Lot 6 iv #7!" - ,�/ F _ - - 0 o\ to �- SCTM N0.1000-47-2-8 C 1 o ranco - 6za / 1, _ �� NF (03 o ROOF:4,856 SF x 2/12 x 1.0 =809 CF I r _ V) '� _ �' sgRgGF s s Ds A36 - MARSH 4W VOLUME PROVIDED 1 00 - STONE ° � (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF i I"---�---' `o '�G23 / `sD \ ,/ ISrg4 3 N o Nao gg 00„W �t m DIA 12'DIA j: / - O - A29 I _ BEEC BEECH/ I 0 24.6' ^I 187 21 31 A30 - �c SCTM NO. 1000-47-2-15 #8 O 40'DI i F 1 STgLL in iti 11.0' v, -i- d N I / 1 OAK STO w z I \ ' ' E h VOLUME REQUIRED I d it4 0 16'DIA 18. A1E Z 11.0' H A35 .•" L 1 r' #9 `-' / \\ BEECH l �L. °i5 -- A28 ROOF:994 SF x 2/12 X 1.0 = 166 CF i now former) Lot> 0 3 oNC k,, qi\ ti o e M 96 v wm M /SD\ I L. .9 1 or y 622 7'DI 3 OfV ti H N ZE �' \\J . SCTM NO.1000-47-2-9 A32_ p I #10 EQ v .6. J 248' VOLUME PROVIDED 1 Nickolas Wynja& 10'DIA BEECH 14' 3,6' y 18•j o L 10' DIA.x8' DEEP STORM DRAIN =547 CF _Ashley Perkins FRAME ' - #13 #14 SEE 16'DIA 3 _\ B CH 0 CONC WAS I a - - - SHED 2.8 - 15• TREE 3 SD \1 I �g7 N80°JFJc' n A34 O ro I - - - - I #12 ��/B C11 I CP/1 CM J,sO� 00 �/�/ CEDAR TREES to IN L PROPOSED FIRE ACCESS LANE I 1 ' S I a .�- g, 20 .146 ° ° A27• 8'DIA 0 s 17 77 A33 . 3 �aa 1 3 9 \ _ VOLUME REQUIRED I IPF ! #11 ` #16 BEECH / . STONE .•-. O "C7 1 Q NO G #n rREE 21'DI b� yr, �� ld, y O� s ScT NO LU 26 STONEBLEND:4,765 SF x 2/12 x 1.0 =794 CF Lot 8 �/- 2 '; 5 STALLS 47 IOOt)4>_ - - SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE IPF - #23 #18 AK r ��S �y i�:.;` O ., S WAI K IN 1 , 2-10 00 5'DIA '� j �`�° �o NP�� tiv 1 rn ON CP 59 k'DF _ VOLUME PROVIDED #22 #21 BEECH 3 �s OO p, 1 60• �B, /! �'O, ` S� - O s o , STONE O C gLONG -\-1 A25 OWNER. 6 #20 �#9 GR s �O`��l�F� b a > � PA ro" 869 00 O `s\s55 00"�/ N - oNC/CURB (3)10' DIA.x4' DEEP STORM DRAINS =821 CF - - - - - 0'DIA 3 0 / , �O♦ d �? 10 6 7,76 oNC' _ - 1 - - - - BEECH 3DQ raj r9 s �r b��' d g5� J n W q0 _� - IPF ` A24 I tiy.���ce w 0, - - Oi PROPOSED STONE PARKING AREA 1 n°W 24'DIA �, 14.5' qY 1t11 o DI _ I or formerly BEECH O - �6 / / CMF' ONC,PA `S80 ., 8' I 3 �r eJ�ti'°�6 cj DI a a 5Jr 00 I N \- VOLUME REQUIRED Robert OOG� a O, `�O" W/AC UNIT Sp9 •ti IPF E CONC 9' I Eicher& W 0 O D 5 3 1.6' S 339.83' F N 72 STgLLs A2 /12 10 = n Eicher °� Q ���� �': I � NP 1i A 189 49 I 3' STONEBLEND: 11,428 5F x 2 � . 1,905 CF I Laure Q , ° y TIMBER 14 TE ROOF: 1,531 SF x 2/12 x 1.0 = 255 CF I �° 21°DIA NP , •Igo` '1 9- SD o WALL 66 �t-1l I TOTAL REQUIRE[) = 2,160 CF Lot 9 OAK D� t°<' 7.5' N 3 I I STO E 0 �- Q -- EF NO /// �/� �O" E _: ,� �¢' o SD M 2.2 S n z> too N -- / 06•0' GRA m N °°" P/ VOLUME PROVIDED PARK1: 21'DIA �. �wZ T� �w 5� 99.0 o a A22 OAK> / �� ,/ ;" , NP �g o EL=8,0 \ WOOD DECK 10 48.5' Ro in 0.5 y-19'6 I (6)10' DIA.x6' DEEP STORM DRAINS = 2,463 CF J I 1 now or for WDF sIGN$ 20�DIA i'/ // ! ,y� a 0 N 1 SD 20.4' 99.8' \� 1 Patrick Be formerly o•8'w OF 11) ® I r 7 P EECH y� :i•P ?;' `° ate' .6'17.8' GRASS p m 1 ncivenga U. 21'DIA //y� rr yy i� 23.4' S N �s I 3 OAK / 5jy/{�J �3� /11 CONC.PAD eRrCK ` V- 3 18.5' Q 5D 1 =EXISTING STORM DRAIN 1 CLF /�� /i G0 SOP//� W/A\UNIT A s`s /-\ 00 o� d 43.3' �7.9' p I A21 CONC. N \sr)) N w I Lot 10 --- � �'��'� `�'� N \�-/W MET L 1 �- S 3 WOOD DECK w I SD =PROPOSED STORM DRAIN - - - - ------ - ' s� ' COVER N 4 F 69.5' 0 0 6.0' M CONC, m u w o p I 18.111 WOOD W/METAL o O _ _ 1 9' / ' �/ p\iF 3 w Z m DECK in COVER IPF Lot ii SD s� v o <�� _ 36.3'_ /� 1 rn 22.6' 1 SD; 00 I w O / I6.3' c / a - S SD F� 20 '� � '�0.6_ I 18.0' \ BUILDING N 6.2' /�\ W e 20 D I^ G3CC���J�ILD I I PROPOS p 51. - -- ��o f�� // NP \:�/ 3 z N o = m .o 1� �z ° N \5D o N i SURVEYOR'S CERTIFICATION I 1 - ONE \! ti V WOOD N N H N \ AR SD ap N N R n n \ D P KING AREA sD - -�' o DECK s \ 0 � m W / m D, JUN 2 3 2025 . - - 19 NEW STALLS / W CONC.PAD " 19.1' �" 19.9' 90'. .3 �^ `L 0 4 f :4 \SD w $ ,� f 1� - \ : o A19 WE HEREBY CERTIFY TO SILVER SANDS HOLDINGS I, LLC THAT � po w/aCUNIr ,� �; � � 3 w SOU7NOLD TOWN \ �0 a CONC. RO y N " L g § , PLANNING BOARD THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRA CE I Lot 12 v° I W/METAL N - FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE AiTQ F I now°r formerly /RZa�� NP o -- - covER 2.8' 14.0' N I PROFESSIONAL LAND SURVEYORS. E CIF TH Z 3- 58, � "i12•i, F SCTM NO.1000-47-2-11 � - �cO�P P I William I \ 29.7' v � I � �D � A• Einsel& 18.a� I Noel Ra 1 �n FRAME 11.9': ci w w i�� ' 1 p sarda �, w Z M N o _ _ _ BRASS rn BUILDING O o 1 I A13 n ` • I NLL�N - M 18.4' N / 1 v3U / / SD/ Al2 N OQ 1� PO m WOODv b a 1\D, '' ik Z o `V 18.2' s __ BECY. -'� ci w N A18 i fTl ` i a QQ �` _ _� 2T 12.5 �/ Z<w ° ,_ A17 A15 ..-. n by 0 g ticw OwO� ~O -_ -_• A14 /- •� / .� �. / 1 SCTM N' 1000-47-2-14 - w° 3 to I "-� y(ft„/(_ v Q" 1 19' `' \ °i` \ A16 4i v c' V SD 0 SCTM NO. fv /SDI -.�.�� O Sg93 �O I 20'Wx19� o 0 � P 3 T J SD 1 3 /�� uO 1000-47-2-13 3 NC. _ \�-/ 20.4' HOWARD W.YOUNG,N.Y.S L .NO.45 3 ��q �J I D P/ / -' W/MOAL ° No s� /sp 1.7 1.5' I N() l R 1 CON \ 20.3' 1A -PRF cJ J N I ETE PAD SC M NO.10(�0-,#-2-15 GRASS ��� COVER M 2 / SCTM NO.1000-47-2-12 \ , II m s 1.8' _ w4.2tP ll� / 00 v LAGPOLE m _ 1 NP N i s o �� in GRASS O N WOOD DECK d __ N now or formerly Lot 13 / / CONC. 17.3' 2•'6 39.8' _ o - 1 - Richard Steinmuller CP WD / �' w/METAL N' ... FRAME a O 20.7' M � _ �_ _• � --�� C�1� R y I' COVER BUIL. ' "G o u m 42.- TW13 - SURVEY � 1 & Cathy Stei - - 111 - 0 4' i' ,3 24.0' - 569 08 29 W � ,-------------------- _-_--_•..- V Y FO nmuller 0 3 4.3 10.9' co u' 29.15' O ip. IPF ° 17.0' m KITCHEN H �'' 17.2' ° BATHERS LAND i° TWll --- -- I _ P w a:e' 2:6' s 581°21'16"W /1CONc.WALL AREA=4,357 5F I SILVER SANDS HOLDINGS I, L1.0 C N FRAME P �5 \\ 24.93' -_-.-- 12_ - ° _BUILDINGN $, v 24.0' s ,- Lot 14 3 0' 9D \ 1 , --__ _ _ e �� o P 11.0' \ D 5.93 _ 4°li'16"W ° at Greenport, Town of Southold I j o st o 24.3' I j \ SAN TW8 _ i 58 ' m - - - w° � � ' 18.' \\� I'llG \\\ \� WOODBUI.KHEAD TW6 _ --- 28 4' o �/}"VV 1o$iJ p LEGEND Suffolk County, New York _ Lot 15 a �. '� w / \ o o\ \ i Nj ° "34, -,�_ 512 i5%- � « - - 17= ' - o� A WNIN61 \ m \ - .• - 0 16, 0/ - T YV1C- -- TIE LINE ALONG APPROXIMATE HIGH CIC =CAST IRON COVER SITE PLAN WDF n, OVER ro \ 1 / .So„ WATER MARK AS LOCATED ON 10/29/2021 I L- 1.6'W 28.r� jWO0D0ECK1 / GwAU cwA�� M'S mot- / I'V CE =CELLAR ENTRANCE _ coN _ - \ CH =CHIMNEY 1000 47 2 8 / I TNOOOR & to WOOD L 25.2' 1 / \ \ CLF CHAIN LINK FENCE A e1000 47 2 9 OUTOOR o DECK �" --��'� \\ 1 1\ 25'1, ��� s SEATING N / srTTING - � 21 573°1� �� N88°13'37"W Z CMS CMF CO CONCRETE MONUMENT SENCRETE MONUMENT DT 1000 47 2 10 (NOT TO o / AREA \'p° 29.30 CO =CLEAN OUT 1000 47 2 11 oLO EXCEED 61 p 3 ! r� \N 7,23" �j12°5 0 ii CP =CONCRETE PAVEMENT 1000 47 2 12 TOTAL SEATS Z `I _��/ \\ / �p4� �4 564 38 07 W CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 13 0 N 1 1000 47 2 14 N MBINEt)) _ 3 :- O°�o� 26.48 CSW CONCRETE SIDEWALK \` " Cjb LANDWARD LIMIT OF TIDAL WETLANDS AS S! r sr DI = DRAINAGE INLET / G TP. iTNLtEIi,.f�1' ,FFJ1"SUANTTO,SObJTg:'JLDTC"'4'1miCOD$. .G?I'JN County T p 47 Block 2 Lot15 WDF � � ��. � DELINEATED BY COLE ENVIRONMENTAL, ty C1X Ma District 1000 Section ' oL m ;6s "" / '�j0. 1 1""�27.5 x 6.0' FREESTANDING JAN.2022 r_5-131 ft ACKNORZ,EDGES THAT THE CCND1T;ORS OF Tt!E SITE)LAN EMTR =ELECTRIC METER o w \ ° 5 STEEL FRAME AWNING WITH Ar,P_oIvAL SET Form iN TKE 1".FFFFSOLvnON OF APrrovAL DATLD EOP =EDGE OF PAVEMENT a - c,10 5 FLAME-RETARDENT FABRIC TO ART ACCLC'' W(SEA:CONDMONS ON EX-SOLUnON). IPF =IRON PIPE FOUND MAP PREPARED FEB. 2,2024 PROVIDE SCDHS COVERED o_ MPF =METAL POST FOUND PLF.A,.z'�FP,IrT'VA'►1T��� .....�,s WIF �oO'D ID /- 6�j°22 ACCESS FOR FOOD TRANSPORT C, CO OL =ON PROPERTY LINE Record of Revisions �(t� �r o.6'E t 3 5 BETWEEN BUILDINGS �Q� DW"e-C ll�v x PRF =POST&RAIL FENCE REVISION DATE o Q,C e i P . ...» .._ o�U� G°fir �''''2" -'��b1�� FREESTANDING STEEL FRAME AWNING WITH Atrltirrlelzl:u ttt .�.�r, lU. TITLE DATE RCF =REBAR&CAP FOUND MULTIPLE MAR. 1,2024 RD = ROOF DRAIN PARKING MAR. 8,2024 ��(fCS o00�Po Twl �p �q�°2� FLAME-RETARDENT FABRIC TO PROVIDE SCDHS COVERAGE +P1'�•`J\' ry RO ROOF OVER SWIMMING AREA MAR.i4,2024 p�� g-,,* 1" Tw3 �0�4` 5 FOR FOOD PREPERATION AND GUEST SEATING(TRUSTEES TU"�!�OF S4LTH LAIVNCVG£OARD SD =STORM DRAIN ANGLED PARKING MAY 2,2024 \� ""� �2 Gw +"-. /� MULTIPLE AUG. 1 2024 1 � oo,21 WETLAND PERMIT �- /�-''`'`� (a 12q n2S WDF =WOOD FENCE MULTIPLE SEP. 5 2024 WMR = WATER METER MULTIPLE MAR.06,2025 �g9 579051'17"W C11AT,PFTF0N SIGNATLkF ....DATE'j WSF =WOOD STAKE FOUND MULTIPLE APR.10 2025 r NUTE:It,!io --'ove'!e!z?-Yele w.-21 -i s. Cs r1 i Pm r 1"4-.4 of ei!4em(1's') W55 WOOD STAKE SET GENERAL AMENDMENT APR. 21 2025 fi•"s L^*� -te•f t-- tv-!es R"r cope a^rd"Z.%132A. UTILITY POLE `�, = PLANNING DEPARTMENT COMMENTS DUNE 0,2025 t6 d o = FIRE HYDRANT 40 0 20 40 80 120 cl 11 J (•� =END OF DIRECTION/DISTANCE Scale: V _ 40' 0. 1 UPLA2 =WETLAND FLAG&NUMBER JOB NO. 2021-0267 DWG. 2021_0267 sp 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION NDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. / 400 Ostrander Avenue, Riverhead, New Yo k IIQOI 0 <x tel. 651.721.2505 fax. 631.'1 7.0144 #22 #21 - �+ 6 Ole CAST IRON FRAME 8 COVER odmin®youngenglneer ng.com #20 / O GAMPBELL FOUNDRY, PAT. NO. N WDF - #19 G��� .�� 100-70 OR APPROVED EQUAL 3•6'E - - - / 'P ' ON INSPECTION POOL ONLY. 4rii1� �Y✓.+'4�� yY,� `- o O r•° eJJ Howard W. Young, Land Surveyor s1 Q Thomas G, Wolpert, Professional E glneer L b j. I Douglas E. Adams, Professional E glneer 14,5' 10 P� �� Daniel A. Weaver, Land Surveyor - ,tr, �,� C ti� , b' / I ON 5 SLOPE O y C' j ti 6 / i MAX. NOTE ,p 15. c.0 008 800 0 o SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE O '�� / / - - - 000 - - CONSTRUCT SILT FENCE OWNER. O C '�';,�b / 5, D 8 8ge ~,`;` AROUND ENTIRE PERIMETER 4,XIS NG // DRAINAGE OF STOCKPILE S Lot 9 HY ANT / / PIPE GENERAL POLLUTION CONTROL MEASURES WDF WV // , �0, I 5TOCKPILE GRADE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL POOL L EQUIPMENT G N5T IRON FRAME 4 GRATE STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AlD ENCLOSURE / / �'� // GAMPBELL FOUNDRY, PAT. NO. SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO, E -- TO ° / / BURRIED I 1166 OR APPROVED EQUAL. FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: BE REMOVE j) /� CONCRETE ®� 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(8Y WDF L 17D /// �/ // /`� r { v �( COVER INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEAN ) R 4•8 W i S�'�W L / Q� / .;^ //v I I AND SHALL REMAIN UNDISTURBED. RELOCATE TION / / ` . / I I GON5TRIJGTION NOTE5 ST /AKA CURB / / v �� `3 PREGA5T CONCRETE 2.CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE O(� \ NT / I I I.PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT. DEFENCE �� STOPS � � / P I I TRAFFIC BEARING SLAB AS 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE TO PROP /� CONC. PAD I I MF6. BY SUFFOLK CEMENT CONCENTRATED 5TORMWATER FLOWS,AND INLETS. EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED ER T`y 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES LINE PROVIDE 5' MIN I I OR APPROVED EQUAL. AS APPROPRIATE. THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES CLF / ) W/AC UNIT I I l TYP / COLLAR OF 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE s> SILT / / GLEAN SAND I I DIRECTED BY ENGINEER. RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS 10.43 / / I GROUT AROUND I 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACH5 \ , � NG i / ` SD CONC. ENTIRE PIPE ���»J I ONE-THIRD(I15)OF THE BARRIER HEIGHT. TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT Lot - 10 pRO Y Ir- � \ / I Q D I SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR ` DF 11 . // J/ W/ME 1 IMPLEMENTED WITHIN SEVEN DAYS. INLET 1 _ 10.83 / / 6.0' COVE[ I Q I PRECAST CONCRETE TEMPORARY STOCKPILE 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED I > I DRAIN RINGS AS MF6. NT5 TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY ROM is ' z 1 Q BY SUFFOLK CEMENT CLEARED SLOPES. 20, a ..A.: #., _,; %:: a..;•' 1 U1 .-, I ❑® 1 OR APPROVED EQUAL. ` > I .37 F 1> LU Z M - I O❑❑ 1 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED T Lot' 11 SILT ; 1 SD ; �`� �, ,' PR ;� � H� ' ' � I � ®❑® I ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. G V In '6 �p SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF ON AND SHALL B rzNh 'lO DISTURBANCE PRIOR TO THE START OF CONSTRUCTION �/ O m I 1 6y�( MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. +/ M = 0'6 1� 18.0 I 10'-O" I 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED T 11 .99 2 1 1 PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL }y� {'4. ..,. ...... 3 PROPO - „, ",..°, ... L0 ::�:- 4 ? � � EMIR 50 ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTILTHE SEO e.x..y : ,.`° .,� 11 .04 CO R STONE PROVIDE GLEAN SAND NOTE: EXCAVATION FOR LEACHING POOL MIN. SITE IS PERMANENTLY STABILIZED. q' ; '�4 i-(..=. �.< O `_; .:; g BAGKFILL THROUGH INSTALLATION TO PENETRATE CLAY STONE PAVEMENT EXISTING 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL PARKING AR �" a - © w N° f'`" CLAY LAYER LAYER AND BAGKFILL WITH GLEAN SAND. EXISTING 2 S. _ 19 EA Y< Y GROUND PAVEMENT REGULATIONS AND APPROVALS DRAINAGE INLETS INSTALLED ON SI CONC. PAD -. ...., ..... ... : ..,' `P F,, , ' .- '� �_,, • ' ,I� �- ar t SHALL 8E PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF W STALLS „': a E PROTECTION. v 11 .29 W/AC UNIT _; b LEACHING POOL APPROPRIATE INLET LSD„ ;, T � ' CONC. NT5 z MOUNTABLE BERM 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURIN ' FILTER CLOTH (OPTIONAL) CONSTRUCTION: A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND ..fir.> ,. >-d_. p ; :,..A;*�..a:.T: .� W/METAL Lot 12 . , .. . ' � ,' "'-f-- `�-;'�, i•�--.f. .„.;,"d� .a 4^ MATERIAL PRIOR TO LOADING; B.LIMIT ON SITE VEHICULAR SPEEDS O 5 p _ t.W.. a,° + 1 COVER LO PROFILE MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND ROVIpE .. „. (24) 14 f I I O. r-y ' ,, q fr°, /: - - CONSTRUCTION DEBRIS. THU J-A PLTCA TA POOL ' °' `` TH - - - -- 5'8 TEST HOLE DATA 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL S TA Nb1sHII (GRE X s m 4.4 PATIO TO BE �!- 1 5 1$'4' TEST HOLE INFORMATION FROM APRIL 25,2022 50 I REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTL c Q SUBSURFACE SOILS&FOUNDATION EXPLORATIONS MIN. STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS GIANT EN E _ LU Z _ � N PERFORMED BY SLACKE TEST BORING INC. SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL ARBORVIT REMO �O H �{� WA5HRACKz BE CLEANED AND FLUSHED AS NECESSARY. A E) VET VO - EL=10.8 0.0' (OPTIONAL) PROVI ` ' ¢ �v N H TOP SOIL/ _'K 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE bE (6) NEW :; O + ORGANICS PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVYOR ,/, m 0.35 CO 2.0' j,�j �t _• 2; PROLONIGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUTARE 10 plA.x 7�g V �j� 1�.2 SILTY FINE ` jtj :'I ." :' . 6 'Y s SAND& 'IN: EXISTING NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS ND EXISTING - `_ '',-. STORM d "5: ,�' '� '�� `� DRAINAGE CALCULATIONS GRAVEL 4 0' GROUND ,rt' �'-°�' : PAVEMENT DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR O SMH �� " " w�':=,. A6GR)~6ATE - ' '• `:: •" '" BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLE BRA INS I ti EMTR W/ \ TION DEVICES. 11 .01 '_; 5 "� #1 V=ARC CLAY •� ;� r,', PROTEc 10.30� 19'- s' \ on SE I I N A=AREA OF TRIBUTARY(S.F.) 10.DURIING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH A L KIT N L 1 # .. + SD R=RAINFALL(FT.) GRAVEL I I `, T . CHE R ` - PLAN �v ? LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE A D SANIT- ESTUARANT IVI + C-COEFFICIENT OF RUNOFF 8.0' I I � DEBRIS,AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY 10.39 SEWER AND SEPTIC SYSTEM REGULATIONS, TO ARY CONNECTION O ?� ` SD �� --'CONC. CLAY DRAINAGE TO SEDIMENT GREEN cP/a- 10.89 /" PROPOSED STONE PARKING AREA GW EL=0.8 10.0' 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT PERMITTED A PORT SEWER WV a W/METAL TRAPPING DEVICE � SILT i VOLUME REQUIRED CLAY W/ SEE NOTE 8 THIS SITE. b EPA R TM ENT GT#2 COVER STONEBLEND: 11,428 SF x 2/12 x 0.60 = 1,143 CF FINE SAND UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS W 4.. ROOF: 1,531 SF x 2112 x 1.0 = 255 CF 22' N NG EMTR RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF C71 TOTAL REQUIRED = 1,398 CIF GONSTRUGTION NOTES CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND CO / ( 17.0' I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EOUIVALENT. REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES A Lot 13 CURB -T s' CQ �- 1 Q,2 CONC. 17•3 2 VOLUME PROVIDED 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N6LE RESIDENCE LOT WHERE A 50 NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATTR PE MIT. z F+ FOOT MINIMUM LENGTH WOULD APPLY). STOPS CP ,, . 1 .37 WD / M a. FRAME s. THICKNESS-NOT LESS THAN 6". THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO E S 1 8 10. 4 W/METAL '-'gUILDINC- (4)10' DIA.x6' DEEP STORM DRAINS = 1,642 CF 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION +" ` EGRESS occuRs. ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE (TYP) 11. 'CO y" \1` i 01 4' // COVER ,� 24,0' 2 COMPACTED 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 1 30• 4.3 WEARING COARSE 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION APPROPRIATE. _ 5/4" 5TONEBLEND ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A PR O Co - �, _ CP w _ 10• MOUNTABLE BERM WITH 5:I SLOPES WILL BE PERMITTED. 1. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL OPOSEp 17 0' ZN, �, TCHEN H 8 p, 0% PREVENT TRAGKIN6 OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT ENGINEER'S CERTIFICATION KITCKI ,p C77 _ 17•2 =NEW 5TONEBLEND SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED gomgaorinls HEN 2.6 EMTR IMMEDIATELY. w 0% FRAME 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(T) F+ BOO- p "'_BUILDING°; S : F CALENDAR DAYS. O� T,IC, \ LOt _ cn 24.0' ,�E 14 r- o O� Z CO S D =EXISTING STORM DRAIN ,; f>�, - - ►� Q w ' o F- 11,0' \ / :\ STABILIZED CONSTRUCTION ENTRANCE i 11D Q V O GL O Q' : ;� ' �!` NT5 PROPOSEt) H CV - R O S D =PROPOSED STORM DRAIN �4" ESTUARANT V // _ /� v \ RECYCLED CONCRETE - I G3CSGr'��J�L 18• \ BAST= COURSE APPROVED � n(�A V E D � / - w V cs / 1C'L9L,04" LV PY p \80, Lot 15 r \ O HOWARD W.YO N.Y.S L.S.N .45893n n / c1l3 7' / - A WNI \ p\ 6" STABILIZED SOIL BASE f L�"�E F.1�"C'7 COAf'C� SUN 2 3 2�25 THOMAS C.WOL FR�f,N.Y.S.P.E.NO.61483 04 OVER G \ SOUTHOLD TOWN DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 N WDF - - N�WO N / �J ALL W ALA STONE BLEND PA1/E TOIL H OF SOUTHOLD PLANNING BOARD L MENT SECTION SURVEY FOR 16'W 28.2' O° DECK / \ GONC' CONC' - NT5 DATE Z INb OOR do WOOD \\\ �5-2; - -� // \ \ SILVER SANDS HOLDINGS I L C \ OVTOOR DECK N \\ TW4 - - � / / USE DANDY BAG I SEATIA! \\ / \ / SEDIMENT CONTROL DEVICE at Greenport, Town of Southold NG \ /i u - / AS MFG BY DANDY PRODUCTSA WOVEN WIRE FENCE Suffolk Count (NOT i SITTING / \ �, / - / / LEGEND OR APPROVED EQUAL y, New York TO \\ AREA // \ _ CIC =CAST IRON COVER FILTER CLOTH STORMWATER MANAGEMENT CONTROL PAN XCEE� U_ Y \N CE =CELLAR ENTRANCE 61 4 i \ / \ _ - CH =CHIMNEY TOTAL CLF =CHAIN LINK FENCE GRATE COMPLETELY SEAT / \ - / CMF =CONCRETE MONUMENT FOUND COVERED BY-- UNDISTURBED D15TURBED 1000 47 2 8 E S ° CMS =CONCRETE MONUMENT SET HIGH-FLOW FABRIC AREA FLOW AREA 1000 47 2 9 \� \ i - \ - CO =CLEAN OUT . ' 1000 47 2 10 f O \\�_ �✓ \ CP =CONCRETE PAVEMENT _ _ _ _ 1000 47 2 11 8 V \\ \ CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 12 c H \ \\\�� CSW =CONCRETE SIDEWALK PLAN FLUSH INLET Z SECTION '3 0 \ \6' \'�'- - - 2 x 0FREESTANDING 1000 47 2 14 WDF U \ DI = DRAINAGE INLET \6- 7.5 6. EMIR ELECTRIC METER 47 Block 2 Lot 15 OL --- I CID \• \ � �- WOVEN WIRE FENCE County Tax Map District 1000 Section o GE OF PAVEMENT LL \s- \\, - - STEEL FRAME AWNING WITH I F =EDRON PIPE FOUND USE DANDY BAG 8.00' \ \ - FLAME-RETARDENT FABRIC TO OL =ON PROPERTY LINE SEDIMENT CONTROL DEVICE MPF =METAL POST FOUND MAP PREPARED AUG. 1,2024 AS MFG BY DANDY PRODUCTS PRF =POST&RAIL FENCE OR APPROVED EQUAL Record of Revisions PROVIDE SCDHS COVERED RCF =REBAR&CAP FOUND `. ; z; ..; FILTER CLOTH REVISION DATE RD ROOF DRAINNOW. ,4, _ MULTIPLE SEP. 5 2024 ACCESS FOR FOOD TRANSPORT RO =ROO 0 R MULTIPLE �/VI F VE PAVEMENT MAR. 6 2025 0 J - F 0 P / - SD =STORM DRAIN SURFACE MULTIPLE APR. 2025 �G MD N -� 0.6E �- '_` GENERAL AMENDMENT APR. 1 2025 B T BUI INGS = FLUSH �: `� �, E WEEN LD WDF WOOD FENCE INLET PLANNING DEPARTMENT COMMENTS JUNE 2025 WMR - = WATER METER TW2 - - - FREESTANDING STEEL FRAME AWNING WITH W5F WOOD STAKE FOUND W55 =WOOD STAKE SET �- - -' W 0o Po UTILITY POLE TWl - coo FLAME-RETARDENT FABRIC TO PROVIDE SCDHS COVERAGE = FIRE HYDRANT ELEVATION SECTION r• tiYo - z o �G TW3 ;6 O 1 1 • =END OF bIRECTION/DISTANCE `� 20 0 10 20 40 b0 FOR FOOD PREPERATION AND GUEST SEATING {TRUSTEES �uPLa2 =WETLAND FLAG NUMBER FLUSH INLET PROTECTION SILT FENCE sale: l'� - zo' a NT5 ` WETLAND PERMIT #10381) NT5 JOB NO. 2021-0267 DWG. 2021_0267 sp 2 OF 2 u PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH KEHL DESIGN ASSOCIATES LLc THE 2020 BUILDING CODE OF NEW YORK STATE residential & commercial design • consulting Kitchen Kitchen Exhaust Exhaust 12 ALL HEADERS ARE TO BE 7 Bathroom (2)1Y4*X 7r LW UNLESS mooidtDB PO.Box 1675 phone: (631)433-9084 Exhaust OTHERWISE NOTED Izuollx3 2 Southold,New York 11971 E-Mail: ssbn654C'optonline.net NOTE: PROVIDE ARE BREAKS Kehl Design Associates,LLC•formerly D A K Associates,LLC 12 12 PER OWNERSHIP & USE OF DOCUMENTS: �3 THEE 2020 �3 BUILDING CODE OF These drawings and specifications including the NEW YORK STATE g p g ideas, design and arrangements represented 12 12 12 therein, are the property of KEHL DESIGN IIN �3 3� ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV. 1 1-25-19 03-05-23 04-22-23 05-17-23 r 12-06-23 04-09-24 04-28-24 02-26-25 EAST ELEVATION- WEST ELEVATION_ SCALE: 114"= V-0" SCALE: 1/4"= T-0" WORK NOTES: ©COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to Kitchen Kitchen build without the authorization of local governing agencies, such Exhaust Exhaust as Suffolk County Dept. of Health Services, Town Building I Departments, DEC, FEMA, etc. Verify all conditions, codes, and ° r requirements with such agencies prior to construction. Tr T11 PROJECT: 11111 fill I ]III 111 1111 11111 1 111 ]111 1 SILVER SANDS MOTEL NO BUILDING 33 ■ J 11 L1135 SILVERMERE ROAD GREENPORT, NY 11944 1 SCTM # 1000-47-02-15 (DRAWING TITLE: BUILDING #33 ELEVATIONS AS NOTED Qa r rlf,hina­"- J1 4} g CI q NOTES: —fin I �F THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 0 ��3 S% PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NORTH ELEVATION SOUTH ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SDLEY RESPONSIBLE FOR FIELD THE DESIGN PROFTESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 114"= V-0" SCALE: 114"= V-0" �Q�� FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Ar�a1 e'er SEAL: DATE: DECEMBER,14 2021 PROJECT NO: 0F NEw� DRAWN BY135-2022 J. C0 L?� �R �c BDK CHECKED BY: APPROVED DY r V-, — ; SHEET NUMBER: COMMERCIAL CONSTRUCTION Z DETAILS rLANNING rOARD ° 1684 ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD TOWN OF SOUTHOLD � FE �pt1��' A201 (SEI/ASCE 7-22) rATE ' ACCESSIBILITY CONSTRUCTION / DETAILS DOB NUMBER: OF ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION ' �7• �"`@� TO CONFORM TO ICC/ANSI 2009 A117.1 0 KEHL-DESIGN-ASSOCIATES, uc KEHL DESIGN ASSOCIATES LLC residential & commercial design • consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn6541.@optonline.net Kehl Design Associates,LLC•formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: u. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV. 11-25-19 03-05-23 04-20-23 04-28-24 10-31-24 12-29-24 02-26-25 LLA NORTH ELEVATION- WEST ELEVATION- SCALE: 114"= 1'-0" SCALE: 1/4"= 1'-0" WORK NOTES: Af PROVED CY rLAP%'NIN; 80AR,D TOWN' O."- SOUTHOLD DATE2 [2b2-5 Bathroom Exhaust I II Waste Line III 1_l Vent i I Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and i requirements with such agencies prior to construction. N 00 PROJECT: SILVER SAINIDS MOTEL BOAT HOUSE BLDG #35 1135 SILVERMERE ROAD GREENPORT, NY 11944 SCTM # 1000-47-02-15 SOUTH ELEVATION- EAST ELEVATION- DRAWING TITLE: BOATHOUSE SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" � ELEVATIONS AS NOTED q4 __7_� ' '7 ! S NOTES: . 5 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE -I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD AT. THE DESIGN CRITERIA ��� DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR �` � ► UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND S AFAR 312025 SEAL: DATE: SEISMIC LOADS AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK. THE CONSTRUCTION OF THE DECEMBER,14 2021 BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM '? < ". � 6t, D PROJECT NO: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM �E OF 1135-2022 THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND S��' N�ly DRAWN BY: STRUCTURES CONSTRUCTED AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK ARE DEEMED TO PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH p\�tl J. C COMPLY WITH THE REQUIREMENTS OF THIS SECTION. THE 2020 BUILDING CODE OF NEW YORK STATE �, �� BDK CHECKED BY: f �^� ALTERNATE PROVISIONS: �. - ry r RB AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE 2020 BUILDING CODE OF NEW YORK, THE FOLLOWING AL HEADERS ARE TO BE C COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. SHEET NUMBER: STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. 2 t%'X 7 LVL UNLESS 0 0� WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY ( )OTHERWISE NOTED ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ` �b \�ta� WITH THE 2020 BUILDING CODE OF NEW YORK STATE. COMMERCIAL CONSTRUCTION / DETAILS UNDER FEDERAL COPYRIGHT LAW. rFSSIONA��-``� A2 01 PLANS MAY NOT BE REPRODUCED WITHOUT 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NOTE PROVIDE ARE BREAKS ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD WRITTEN AUTHORIZATION. AS PER (SEI/ASCE 7-22) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY THE 2020 KEHL DESIGN ASSOCIATES, LLC. BUILDING CODE OF ACCESSIBILITY CONSTRUCTION / DETAILS THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DWELLINGS (AISI—S230) NEW YORK STATE ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 0 KEHL-DESIGN-ASSOCIATES, ua 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) TO CONFORM TO ICC/ANSI 2009 Al 17.1 PROOF OF PURCHASE. I LF :. 't e :: (_ CLF � 1/0 / r,; fi 1 3 ," ;, ;.. Lot z now or f ormerl _ - -- - _ Y -� � Ii it � ��-!i IMMF � William A . Ein!;el & KEHLDE I N S G ASSOCIATES Lf.c Noel Rapislarda residential & commercial design . consulting PO.Box 1675 Phone: (631�433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net 1 Kehl Design Associates,LLC o formerly D A K Associates,LLC 1 SCTM NO. 1000-47_2-14 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented propertytherein, are the_� ^�, ASSOCIATES LLC. No pat thereof shall be V! copied, disclosed to others or used in connection _ 1 with an work or project other than for which � Lot 1� CP/oT SCTM NO. 1 1000-47-2-15 they have been prepared without written consent. � � __LU REV: AUGUST 29, 2024 O � 4MI tV Oo oP S° --�---L---� _ Q 11,1 � gE��° LU 1� _ G _. .� C3 .01 swam am IPF 4C ON FRAME CH LO ® G d` oM A .91 ---—_Lot 14 — — 3.0 O WORK; NOTES: CIO �— v v L0 0 24.3 Re a=t -� O S SP2 I - x V l A W NING m ` F 6 OVER WDF 28� ' •~- WOOD L .61W ��, oE�K S P2 - 2 Q ��� Acceptance of these drawings does not authorize the right to build W Lot 15 OOD DECK — CP without the authorization of local governing agencies, such as 110 Suffolk County Dept. of Health Services, Town Building N .N TW4 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. V/ PROJECT: >• ._ 27 (02 -�. o 1 S I L V E rx b/A I N, DS"'k S o -.� 7 7 2. ®..�, -�- v , _ S LO 15 P2 3 $ , 3 0 SEAT L 0' N, �/DF o L O v <13 1135 SILVERMERE ROAD O OL � �6 .� 3 . 0► H b GREENPORT, NY 11944 L., v SCTM # 1000-47-02-15 O O DRAWING TITLE: m ' ` ' �Q LANDWARD LIMIT OF �,p� �i�\ E Cy H WETLANDS A S DELINEATED BY COL LA��HIN13 POARD S� Q � ENVIRONMENTAL o�-rt# OF- SowTrao�.D JAN. 2022Interior and , T � z� ���s Exterior Seating ) 00 0 2 H. 1�-� Layout WIF o0.6 0 2 P E V� NOTES:3 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL TW 2 • FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE �r "Indoor / Outdoor seating not to exceed 61 total combined seats. MIT iU1�D DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TW 1 000 0 2 Seating Layouts for Illustrative Purpose O n l JUN 2 0 2025 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. o P� oY �..W3 �� SOUTHOLD OAR SEAL: 1 �` O �� / ptAt;NING BOARD DATE: vv Vr1/ March 21, 2024 PROJECT NO: 1147-2024 OF DRAWN BY: 2 % I. J n C� �' BDK CHECKED BY: 5 r 1 SHEET NUMBER: 579051 ' 17" W 0 5 10 15 20 30 40 50 60 70 80 90 100 1 SCALE . d-4 U� spi 25 . 99 DOB NUMBER: OF KF,HL•DES IGN•ASSOCIATES, LLc / 3068 v v v v �D KEHL DESIGN ASSOCIATES LLC a� o residential & commercial design ® consulting D �� o Ex_tin P U n l i t Shed PO.Box 1675 Phone: (6311 433-9084 o D N � o Southold,New York 11971 E-Mail: ssbn654@otonline.net o �R H-C f� N2 n ® T -Kehl Design Associates,LLC o formerly D A K Associates,LLC H/S IT M 080 Door OWNERSHIP & USE OF DOCUMENTS: NC23 These drawings and specifications including the ideas, design and arrangements represented W E�TCP CK p g therein, are the property of KEHL DESIGN I RE i i>==-ate_ / L MOP q iF� ASSOCIATES, LLC. No part thereof shall be \ I copied, disclosed to others or used in connection with any work or project other than for which 8 ® o they have been prepared without written consent. 00 24 0 g8% 8 14 0 AV to 88 REV: TEM 11411111110V AUGUST 29, 2024 C33 %nof L) W 0 -- e Kit-n A- DA ADA C; �luu�u JJ g a= 68DD win 9 3068 Wai er 3068 Sto ion d ti I� WORK NOTES: 1436 "v SP2 — 2 LENARGED VIEW Restaura nt Area Indoor / Outdoor seating not to exceed 61 total combined seats. 0 Seating Layouts for Illustrative Purpose Only" 0 r 0 Q) Q Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as m Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requiirements with such agencies prior to construction. PROJECT: i � S I LV E Kroft S/'—ftx N, D x l� _ o 'J 1 )1 G \ LOT 'A5 °m X � APPROVE t /� /� n SEATINIG P L I VE 72x 9fiExisting PLANKi��1.7t �a./�3R� Picture Unit U 1135 SILVERMERE ROAD TOYIN OF SOUTHOLD Existing Picture Unit DATE r 121ti� GREENPORT, NY 11944 Apftk 6080D&F IND / l� I SCTM # 1000-47-02-15 Existing 72"x 96 Exi ffA.-ex, LIRAWING TITLE: l SP1 ENLARGED t"'I VIEWS AS low V NOTED NOTES: ® 4-� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS RILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN 9�0WFE UNFORESEEN FFIE D N S CONDITIONS AND OR NO BADDITIONS BAILITY FOR ISED UPON COMMENTSSSIONS DUE TO )NOT OWN OR JUN 2 0 2025 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. S EAL: DATE: SOUTHOLD TOWN SP2 PROJECT N — 3 R PLANKING BOARD March : 2024 1147-2024 DRAWN BY: C) o�l� J• C ONGri Fs\\ B D K t' CHECKED BY: W - i,=l NUMBER: 4�%1 ' f ESS14N�'� r SP2 - 1ENLARGEI) 0 5 10 15 20 30 40 50 60 DUB NUMBER: OF SP2 SCALE0 KEIIL•DESIGN•ASSOCIATES, LLC