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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 INDICATED (1)UNAUTHORIZEDREONS E 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 INSTrTUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADD=TIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 651."12-7.2505 fax. 651.727.0144 odmin@youngengineering.com Howard W. Young, Land surveyor Thomas 0. Wolpert, Professional Engineer DRAINAGE CALCULATIONS Douglas E. Adams, Professional Engineer I _ 1 a45 -- ARC V Donlel A. Weaver, Land Surveyor {� I Lot 1 I I 1 1 a46�-•/ I I cMF = A=AREA OF TRIBUTARY(5 F RCF CMF • •) R=RAINFALL(FT.) SITE DATA I / - C=COEFFICIENT OF RUNOFF _ - Lot 2 RCF A44 SCTM NO. 1000-47-2-9 1 •---y �, 1 � 1 / SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. I I Ir= I L J 1 1 ' TEST HOLE DATA VOLUME REQUIRED ROOF. 1,068 SF x 2/12 x 1.0 = 178 CF * SCTM NO. 1000-47-2-9 = 10,351 SQ. FT. TEST HOLE INFORMATION FROM APRIL 25,2022 j SCTM NO. 1000-47-2-10 = 2,944 5 FT.SUBSURFACE SOILS&FOUNDATION EXPLORATIONS VOLUME PROVIDED Q I - *- --1 now or formerly I L ►� uj 0 0 1 1 11 �AQ PERFORMED BY SLACKE TEST BORING INC. 10' DIA.x3' DEEP STORM DRAIN = 205 CF * SCTM NO. 1000-47-2-11 = 37,912 SQ. FT. I ► Douglas Dwyer& Eileen Dwyer ° u I * SCTM N0. 1000-47-2-12 = 22,339 SQ. FT. I now or formerly I I I / / _ 3 •- v- EL=10.8 0.0' o +- / TOP SOIL/ SCTM NO. 1000-47-2-11 ' 1 Joan Miles Lot 3 I Q o m 1 ORGANICS * SCTM NO. 1000-47-2-13 - 24,196 SQ. FT. /' 1 FRAME 1 FRAME I � 2.p' VOLUME REQUIRED I I h now or formerly � r I SHED SILTY FINE IPF I SHED FRAME I Thomas R. Shearin& 1 :A42 SAND a ROOF: 11,302 SF x 2/12 x 1.0 = 1,884 CF SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. „ -�_--_- RCF N 616 SHED N89°53'40"E Wanda Sue Shearin {� o / / GRAVEL 4.0' VOLUME PROVIDED * SCTM NO. 1000-47-2-15 = 88,340 SQ. FT. ° , CMF N 182.00 MPF IPF 628 / __ (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF S86 15 00" 77' - b' MPF ..W -- -.._ / CLAY W/ _ �' 3. - 627 - , FINE& / b• -•- •._ DI COARSE �My GRAVEL SCTM NO. 1000-47-2-12 / __ #2 Q / 8.0' VOLUME REQUIRED 1 now or formerly Lot 4 � _ ------- Bertetto y �' _ #3 ROOF: 2,306 SF x 2/12 x 1.0 =384 CF _ / CLAY PARKING DATA ' I Family �'- #a � Revocable Trust z - 6z5 _ / VOLUME PROVIDED / -/ Ed now or for GW EL=0.8 10.0' ZS W o o D s z4'DTA 1 - a40 ward Jurzeni merly (4)10' DIA.x4' DEEP STORM DRAINS = 1,094 CF * EXISTING PARKING TO REMAIN = 31 TA / I I CLAY W/ FRAME 7•7' / / SCTM NO.1000-47-2-14 TREEQj / a&Jean J' Burden FINE SAND * STALLS I SHED T SCTM NO.1000-47-2-15 OAK TREE O l SCTM NO. 1000-47-2-13 16'NA 24'DIA PROPOSED PARKING = 19 STALLS C3 / • `r / VOLUME REQUIRED * TOTAL PARKING = 50 STALLS Lot 5 -. /\D/ oNc w�MFr 1 17.0 ROOF: 2,306 SF x 2/12 x 1.0 =384 CF S A39 CO 1 VFR rONF �.! A38 VOLUME PROVIDED - - - - PRF 5�0" -� (2)10' DIA.x4' DEEP STORM DRAINS =547 CF 11'DIA �.2' �13.1' 1 STALL � 5 ' I - _ - - - - - LANDWARD LIMIT OF BEECH I FRESHWATER WETLANDS AS �� 1 Y10W DELINEATED BY COLE k SD u,SD N A37 I or formerl ENVIRONMENTAL ON 06/25/22, ' b I\/ - I V1 y UPDATED ON 09/08/23 12'DIA 0 0' o - SCTM NO. 1000-47-2-14 Jeanne J. DeFr TREE 19_�roN f `� ROOF:4,856VOLUME QSF xE2D/12 x 1.0 =809 CF 1 anco - 62a 0 SCTM NO.1000-47-2-8 1 _ , GgRgGF DI A36 - MARSH -o VOLUME PROVIDED -----� •moo \ 6z3 /- /Sp ,/// F SroNF ISrgLL p N8p°55,00,,W V- m (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF s- 7'DIA\\ 12'DIA ,' �. IOD I �A29 EEC BEECH/ ? ^1 18 °� SCTM NO. 1000-47-2-15 I n / oN 24.6' 7,21 31 A30 ,.La�_ IA rg 4 ir) - - F#8 O OAK o sONF N'g E , VOLUME REQUIRED U 16'DIA 180 �A35 E-I ^� A28 ROOF: 994 SF x 2/12 x 1.0 = 166 CF #9 0 \ BEECH o _ O �' a� M /SD L Q I t = now or for Lot 7 oNc.W�ylFrg�\ ° o� ry 96' �; m \ k ` SCTM NO.1000-47-2-9 A32 ° c _ VOLUME PROVIDED I Nickolas merly 622� r DI CO ��ti 24.8' 3 n°li #10 �FR d' •b� I Wyn�a& 10'DrA BEECH 14' I s,b- 18 m I _ ° 10' DIA.x8' DEEP STORM DRAIN =547 CF I _ _Ashley Perkins FRAME ' #13 #14 SEE 16'DIA B CH LC) I CONC WALL � O F7 - - - SHED 2.8 - #12 15• TREE \�D/6 CH �? CMF FO8 N80°55'0p,,W.�A34 CFOAR TREES L0 I N cLs I PROPOSED STONE PARKING AREA 8'DIA 1 0� , S �' Q 20.17' .146:77__- A33 .° 3 A2r I I - 9 O _ VOLUME REQUIRED NOTE I IPF Vl #11 7 TREE • BEECH � / j o Q,, S'rONE ..--- O LJ 1 ,� I #17 2�� ,• // 6' S Sr SCT N0 10 N Ll1 �A26 STONEBLEND: 11,428 SF x 2/12 x 0.60 = 1,143 CF Lot 8 �j IPF - #23 #18 z AK r r FaPo NP �/ �, OO,, WALK-rN A1�s 147 47-2-10 ao _ ROOF: 1,531 SF x 2/12 x 1.0 = 255 CF *SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE I I #22 #21 / BEECH co F'eJS1'0�6 ��°e �// '�� �S. �? p� oNc 59 '`' WDFgco - TOTAL REQUIRED = 1,398 CF #20 I GRASS p o , 6 C) O °55 0011 sro o Nc/FRB OWNER. WDF #19 9l y ° \ / �'9 O O N80 ' W NE CO NG '\ A25 - - - - - - - -- 3.6' _ o'via o b / //oP�p in N 67.76 coNc Pgp VOLUME PROVIDED BEECH r r / l i oQ y'0 �c ��' � /'go�'�o0� �?'`' 9• �' �`'> cC � - - �_ _ - zPF \I3g2q (4)10' DIA.x6' DEEP STORM DRAINS = 1,642 CF /L 14.5' I P� CM 5 C) g�P O DI _ 1 now 24'DIA co�ctic 6 55100,E 8' N 1 I Robert formerly BEECH � S80° - 1 t Eicher& r °' / y P '/ s r C 9. A =EXISTING STORM DRAIN W/AC UNIT T CONC obe W 0 O D s ° ��� f ?o.��ti �/ a ;� 1.6' �4s 39• 12 9.49, I 23 5D\ 83 F sraLLs 18 / Lauren Eicher 8 w a 2 b /.Oil NP 16.5' 1 Y � TIMBER 14 A TF _ 9 �� 21"DIA NP / / i/b Q-� /_ A WALL 66 I SD =PROPOSED STORM DRAIN Lot OAK / S( // 1'9 7,5 0 3 STO E ) I I WDF N0 20'DIA / 00 2.2' m Z> OAK // // / 16.0' S�. o o P/ Al2 _ - PARKING 21'DIA i / 6o w Z i o w `r "u 99.0 1_ / / ^� H WOOD DECK " 48.5' in 0.5_ _ I OAK` i / / Np "' a d Sp 1 r^ I now or for WDF SIGNS 20'DIA i'/ //�� // w N k � 20.4' 99.8' '\ _ formerly (TYP OF 11 ' P m a .6'17.8' GRASS o I 0.8'yV ) EECH / /��� ///' 23.4' N kS I 1 Patrick Benciven9a EL 21'DIA - 3 OAK / (G / CONC.PAD BRICK r+ 3 18.5' :, ¢ l 1 CLF /// /''GL ,/ W/A\UNIT ATI - �� 00 o� 43.3' �7.9' p w I A21 �'�/// / ��P /�N 1 SD j W MET L N \SD N 3 3 WOOD DECK 4.0'm Lot 10 3 CZ - - - - - - - ____----- '- !� COVER N w 69.5' Z> 6.0' M CONC. Z:E o 0 WOOD W/META O O ❑ I o DECK COVER �' SD I pRF i. 22.6' _ 1 Lot it SD _36.3' 16.3' \J IPF d 00FRAME t-:1 - - - SD 0 \ 0.6' 16.0' BUILDING P 6.2' /50\ Z 1-4 e ,A I PROPOS - - -- �� NP \so --- 3.z' 0\ L a zo.o.r 12.5' \\,, ❑ o I r-.a° , I ED STONE O N Y ° H ' M��lZ 0 7 2025 SURVEYORS CERTIFICATION I i U _ WOOD N N a H PARKING sD � DECK o N 1" O ❑ a m ro ,-� m S�' - - - - 19 NEW STALLS ��O O CONC.PAD T 19.1' 19.9' 9..0' 3 m ❑ f 10 \\D j $ o w A19 h SOUTHOLD TOk','N *WE HEREBY CERTIFY TO SILVER SANDS HOLDINGS 1, LLC THAT sD > O w/acoNC. RO N 3 I ' PLANNING BOARD THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE �" W/METAL N FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE A CIAMON,OF PROFESSIONAL LAND SURVEYORS. 1 now or Lot 12 jR2a-' �NP o COVER 2.a';� 14.0' ❑ I F Z I Willia formerly M -- 32.1__- - I m A. Einsel e'12 7 SCTM N0.1000-47-2-11 5.8' -� C� ' O 18.4' 29.7' v� m F /� (,�� I Noel Rapisarda Q Z w Z o FRAME I1.9'° )�/� CL 1 � n 1 O� rLO N ag ° -, -- -_ GRASS rn BUILDING 0` o NP Q '� v� /`m O M N WOOD:a w v k SD v�' // I A13 Al2 If P r' �� "'yC'.\,r. O 14 N - m N / \ � \ 1 1 O �J ` I 01 I �--_ --��. / Q�pP, �P ° 18.2' _-_-_ _�--� Z7' 12.5' �� / o�Ui I A18-� . 713 A15 A14 _ .. .�� I I -�-- - \ !Q� - �!� ° ZQw y U:E O I 1\ 6 --� ` .- / \ _ (� L r i 19' v M ti> Al ,: b I --i /� •� , SCTM NO.1000-47-2-14 O 8 w o - 3 I �Lec 0 O SCTM NO. �v /sD \ '-�. / 4S893 I o 0' Q` `2' T-/ /-�k �'' in 1000-47-2-13 3 \\./ I k SD � _ 20.4' I HOWARD W.YOUNG,N. .L.S.NO. 893 o p/ / \�/��/ CONC. o N� / \ 1.7 1,5' ~'' I �� W/METAL M O SCTM NO.1000-47-2-12 k SD ' 20.3' 1.4ND S N I I SCTM NO.1000-#-2-15 GRASS COVER O 2� � a 1--22' •�w14,2CP V) ao oFLAGPOLE I I N now or for / in GRASS - 72.T formerly Lot 13 CONC. 17.3' 2FRAME •.6 Q WOOD DECK 398' M - - 1 - - - Richard Steinmuller W > / �' W/METAL $ILDIN6° O 20.7' m M 42.4' TW13 _ _ -�_ ---�� SURVEY FOR & Cathy Steinmuller - - - 11.1' - ;nL '3p4 COVE4. 24.0' n S69°08 29"W o ------------------- 170' i\'G FRAME m C w b 10.9 29.15 M BATHERS LAND -� ig IPF 4 a ING'o H i' 8.8' 17.2' ° o i1 O , TWIT -_ -_• . P Buiko /TcoNc.WALL AREA=4,357SF SILVER SANDS HOLDINGS I LLC FRAME2.6' \ 581 21 16 W "� �U TW12-- Ln 1 -" .40-- Lot 14 n LUZ 0 3 0 243 j 11.Oz4.o' \ \\ SANo Tw89 5.93' / , ?�, _ --�584°11`16"W Z p at Greenport, Town of Southold I - H N - 2 _ c Suffolk County New York - - w°1 / \\\ C \\ \'� WOOOBULKNEAb TW6 - - - 8 4' 0 6 Z j-- 1 LEGEND , 3.7= / 1 \\ Q1° �\ \ ''-- - 'V�0°134 01'\._ IyV10 57j 5 TIE LINE ALONG APPROXIMATE HIGH 1 1 , - i' I k / 6 ,5��� -- WATER MARK AS LOCATED ON 10/29/2021 CIC =CAST IRON COVER SITE PLAN WDF --- A T'^'S W CE =CELLAR ENTRANCE I I 16'W 28.2'J I _VER k \\ CON - 1000 47 2 8 / 1 ING 1 � � C y,1 Pw C W AU- i f' � CH CHIMNEY I TNDO `. op DECK I % \ \ \ CON /- i- \ , p° OR & cu w000 ^ L _� / \ \ \ ./ 71 0 CLF CHAIN LINK FENCE E OUTOOR o DECK N \\ Twa _.\-' 25' 'S� W z ;; 1000 47 2 9 SEATI y \ 'f3°1� N88°13'37"W CMF =CONCRETE MONUMENT FOUND I NG , /� SITTING �i\m /.- 60 27 ��� 5 `� CMS =CONCRETE MONUMENT SET 1000 47 2 10 (NOT TO ° \� 14 29.30 CO =CLEAN our 1000 47 2 ii `� AREA i °5'I N EXCEED 61 0 3 y \N LIMIT OF TIDAL N Z / \ // \\ /.2T- 0� o� 5'2 WETLANDS AS LANDWARD BY COLE S64°38'07"W CP =CONCRETE PAVEMENT 1000 47 2 12 ENVIRONMENTAL, 26 48' CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 13 / SEATS) JAN.2022 CSW =CONCRETE SIDEWALK 1000 47 2 14 �3 5� DI =DRAINAGE INLET WDF � \��` `�`�°• County Tax Mop District 1000 Section 47 Block 2 Lot 15 a i ° a6 �. Fj1 EMTR =ELECTRIC METER oL-' m S(- , 055 EOP =EDGE OF PAVEMENT IL IPF =IRON PIPE FOUND MAP PREPARED FEB.22,2024 O�e' ,\ .- p�1• 6�V� MPF METAL POST FOUND Np, WIF �o�Po /.-/ �o'LZ�S (,� GO�� OL =ON PROPERTY LINE Record of Revisions 0.61E gv\Y\� /; `1 CJ6 p�\ 4✓ V" ` PRF =POST&RAIL FENCE REVISION DATE b RCF �00 O� Go' .-�2• '/3.�`1� PC) =REBAR ROOF DRAIN MULTIPLE MAR.01,2024 DRAIN PARKING MAR.08,2024 0�5 0 o Tw1 p- 02 RO =ROOF OVER SWIMMING AREA MAR.14,2024 5 �� � ANGLED PARKING MAY 02,2024 SD =STORM DRAIN ��\p WDF WOOD FENCE MULTIPLE AUG.01,2024 2 2 MULTIPLE SEP.05.2024 001 h�9 S79°51'17"W WMR =WATER METER MULTIPLE MAR.06,2025 WSF =WOOD STAKE FOUND 25.99' WSs =WOOD STAKE SET o mb = UTILITY POLE m = FIRE HYDRANT 40 0 20 40 80 120 EPLA2END OF DIRECTION/DISTANCE Scale: 1 _1140-=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 INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1901 tel. 63i.127.2505 fax. 651.•727.0144 W #22 #21 #20 C'p�� admin@yOungenginearIng.com f .(Q- Howard W. Young, Land Surveyor CAST IRON FRAME 4 COVER Thomas G. Wolpert, Professional Engineer GAMPBELL FOUNDRY, PAT. NO. Douglas E. Adams, Professional Engineer 14.5' �' Q`� �('1 ICO-70 OR APPROVED EQUAL Daniel A. Weaver, Land Surveyor _ �Q- O'�y C ON INSPECTION POOL ONLY. f� J'S�b� I ON 5 SLOPE � `L 6 W\ I MAX. NOTE O ��� / ��, CONSTRUCT SILT FENCE FOWNER. OME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE O EXIs � OF STOCKPILE IRE PERIMETER NG � s Lot 9 HY ANT / o GENERAL POLLUTION CONTROL MEASURES WDF POOL WV / ,,�/ _ _ _ oHul _ - STOCKPILE GRADE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL _ E EQUIPMENT o / / R STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND ENCLOSURE DRAINAGE SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE BE R SURE TO O // ��/ / PIPE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: EMOVEt) S / / I 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY WDF ALB 1ZD INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS) �1 0.8'W � �\� ST�U / 5/ Pz ,/ CAST IRON FRAME $ GRATE AND SHALL REMAIN UNDISTURBED. RELOCATE 1 TION / / GAMPBELL FOUNDRY PAT. NO. 0ONSTRUCTION NOTE CU (�. 5URRIED E 2.CLEARING AND GRADING SHALL 8E SCHEDULED 50 AS TO MINIMIZE THE STOCKADE � ,D RB �NTR,� ;J � / I I-T6S OR APPROVED EQUAL. I.PROTECTION OF STOCKPILES 15 A YEAR-ROUND RC-QUIREMENT. FENCE / CONCRETE 2.5TOCKPILE5 SHALL BE LOCATED A MINIMUM OF 50 FT.FROM EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE TO PROPERTY LINE S TOPS /� CONC. I COVER CONCENTRATED STORMWATER FLOW5,AND INLETS. EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED NE 5.WIND EROSION CONTROL PRACTICE5 SHALL BE USED ON ALL STOCKPILES CLF / / W/AC l AS APPROPRIATE. THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES ( � ! P) ` / 1 1 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ` SILT / ,_ � I I I DIRECTED BY EN61NEER• RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS / / / I 1 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT AGGUMULATION REACHS POOL 1 0.43 � NG / ` SD 1 I I I PRECAST CONCRETE ONE-THIRD(115)OF THE BARRIER HEIGHT. TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT Lot 10 PATIO 1- 1tydD J I TRAFFIC BEARIN6 SLAB AS SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR O RE - - 10.83 11 . / I I MF6. BY SUFFOLK CEMENT IMPLEMENTED WITHIN SEVEN DAYS. - i - / PROVIDE 3' MIN I I OR APPROVED EQUAL. REMOV _ _ - s� I I TEMPORARY STOCKPILE 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED Ep 6,0 COLLAR OF I I NT5 TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM _ GLEAN SAND GROUT AROUND I CLEARED SLOPES, .:..3�.� - •� 18.1' ENTIRE PIPE I 2p• `g + i:.d � zz j .3 7 1 R� W Z M I .D O D I 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO LotSD .'.I y , f1j,, ,°, ` ,-i H- I I ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. 11 SILT Via''A" �.�.r... ; , .' o 0 `' I: .; °T; i?a.M. V) � Q �]�O I 1 PRECAST CONCRETE SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF r V :' G f{�- O N j(V I I DRAIN RIN65 AS MF6. DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE G r' MAINTAINED UNTIL CONSTRUCTION IS COMPLETE : . ;..,�._ ,., WMRR� BY SUFFOLK CEMENT O o0 I ❑® I OR APPROVED EQUAL. St) a"' # ¢' -� 0'6 1� 18.0 z I I 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO - - 99 S� -- - O V 6 2 2 / 3 2 I ®❑® I PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL I H T J EMIR CO ry I I 50 ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE PROPOSEp STONE Im 11 .04 - I 1 MIN. SITE IS PERMANENTLY STABILIZED. NE ;:.,: : .. ;. .. PARKING _` , ; „' SD c, I I GW EL EXISTING STONE PAVEMENT 2, EXISTING 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL NG AREA I . q d ' *P� I 10'-O" I GROUND S. PAVEMENT REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON-SITE 19 N F= 'w INLET CONC. PAD I I ..; SEDIMENT BUILDUP THROUGH THE USE OF _ LLS 'fi�10 NEW STALLS i T L-- ---------------------------� SHALL 8E PROTECTED FROM SEDIME _ ".>. I . T GT O W/AC UNIT . <�, . ;�{ SD -a` 11 .29 �.,. . � `<,• �`• APPROPRIATE INLET PROTECTION. _ W CON C. 5' MIN OF LEACHING POOL ::�T ,, - _ r�y..H C, z MOUNTABLE BERM 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING s"�'` ` GLEAN SAND NTS FILTER CLOTH (OPTIONAL) CONSTRUCTION: A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND j .. ,.. �.::j5� Cq Lot 12 AI- UNDERNEATH POOL SPEEDS TO 5 a .:.....: + 1 .49 O ER MATERIAL PRIOR TO LOADING; ON-SITE VEHICULAR PRO VI PROFILE DEBRIS. UCKS CARTING LOOSE MATERIAL AND U'' MPH; C PROPERLY COVER TRUCKS ME (24) 14 , 10. - �: / � CONSTRUCTION HIGH _ : ' } , TH _ _ _3 2.1_ THUJA PLICATA = 5'8' 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL STA c• x :� 5° ;� 18.4' So' REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY NpI�->HII (GREEN "� ut O MIN STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS GIANT A�,gOR VIT \ M - � _ W Z - m T . SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL q C WASHRAGK N z BE CLEANED AND FLUSHED AS NECESSARY. %0 Q _j %D (OPTIONAL) PRC►V N � F-1 N 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE IpE (4) NEW 0 + ,' _ PERFORMED A5 INDICATED 8Y PERIODIC INSPECTION AND AFTER HEAVY OR ' CO ,,. :.. ,�.:...... g Q �'` 0.35 ; 1.2.; PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE 10 PIA-x6 �pE o` % U '�(/ 18.2 `, ' .a� 4.: '.. :`; ':.,1�1(N.: EXISTING NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND S O EP �O EXISTING 'y yN p` .:; :G pp,RE;.. •,•; _ Y,.",;.K•.. ,:-- PAVEMENT DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF RM DR cY ,f r '^ �" DRAINAGE CALCULATIONS GROUND �. AGGREGATE. S A R AIMS g 3 EMIR BERM AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET PROTECTION DEVICES. 11 .01 f;4 5 10.30� cn V=ARC 19 ti A=AREA OF TRIBUTARY(S.F.) I ;' 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL KITCHEN & R, T . + / 5D \ R_RAINFALL(FT.) ES TU C-COEFFICIENT OF RUNOFF I I PLAN N z LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND KITCHEN ARANT M O / / I I - � DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY ARy CONNECTION f + 10.39 SD \ / SEWER AND SEPTIC SYSTEM REGULATIONS. TO GREE TION cP/a` 10.89 ,3` / \ CONC. Y COMPACTED DRAINAGE TO SEDIMENT NF OR T WV Q i PROPOSED STONE PARKING AREA WEARING COARSE TRAPPING DEVICE T CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT PERMITTED AT SEWER ' SILT W/METAL VOLUME REQUIRED 3/4" STONEBLEND SEE NOTE S THIS SITE. pl-P STONEBLEND: 11,428 SF x 2/12 x 0.60 = 1,143 CF ARTMENT GT#2 i �� T //i COVER ROOF: 1,531 SF x 2/12 x 1.0 = 255 CF UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS NG EMIR RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 22 '' N CO / TOTAL REQUIRED = 1,398 CF GONSTRUGTION NOTES CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND / I. STONE 512E-USE 2"STONE,OR A RECYCLED CONCRETE EaUIvALENT. REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS " 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51NGLE RESIDENCE LOT WHERE A 50 NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT. Lot 13 CURB s CO -�- 1 0.2 CONC. 17 • VOLUME PROVIDED ` f,/+ ; ,;f 1-+ FOOT MINIMUM LENGTH WOULD APPLY). STOPS /� Q 1 .37WD 10. 4 // W/METAL M Cr FR (4)10' DIA.x6' DEEP STORM DRAINS = 1,642 CF 5. THICKNC55-NOT LESS THAN 6". THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE 1 0.`78 '`�BUII 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION ,: EGRESS oGGURs. ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE -� (T yP) „j'r s.e �� \ i �� / COVER 2 , .,? ', \/ 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 0 30.4 / A 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DI\IERTED TOWARD CONSTRUCTION APPROPRIATE. 't f. ,� ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 50 SLOPES WILL BE PERMITTED. _ -T. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PROPOSEp �o I7.0. zN� FRAME 19 N // U% �4" RECTCLED CONCRETE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHTS-OF-WAY.ALL SEDIMENT ENGINEER'S CERTIFICATION =NEW STONEBLEND SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED a�oaate� KIT W_ g11I1-DIN -P / 17.2 2.6' EMIR BASE COURSE IMMEDIATELY. CHEN FRAME 8. PERIODIC, INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY 5EVEN(7) 9 `rp p "'_BUILDING°" S's 6" STABILIZED SOIL BASE CALENDAR DAYS. �_\ Ln Lot 14 0� W 0' CA �- 24.0' N I SD =EXISTING STORM DRAIN 5�P S H o F- 11.0' CO ��,__,% STONE BLEND PAVEMENT SECTION STABILIZED CONSTRUCTION ENTRANCE O �y NT5 NT5 0 :G . Q' HLO ^ / \ Y.�::\yr co 11, REST Ep mrTi H \ c UA RA NT / v S D =PROPOSED STORM DRAIN �O S Lot 15 r - - \ o . �9 F�S8 g HOWARD W.YO N.Y.S.L.S. 45893n 0 4 - 3 7! I \ p� O\ THOMAS C.WO N.Y.S.P.E.NO.61483 SIO c1lWDF - // I A I \ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 �_ N I NING 1.6' AVER / \ �pN� �ON� SURVEY FOR W 28.2 I W O / \ _ � INt)OOR WOOL) - - _ _b DECK // \ �\ \ / . \ _ . SILVER SANDS HOLDINGS I LLC OVr001? DECK V \\�� / \ I TW4 _ USE DANDY BAGC\j , i / \ I \ / SEDIMENT CONTROL DEVICE at Greenport, Town of Southold J�FATI i y _ / AS MF6 BY DANDY PRODUCTS WOVEN WIRE FENCE Suffolk County, New York Nc, i SITTING \ - LEGEND OR APPROVED EQUAL tY (Nor TC) / AREA /// \vo / / CIC ems=CAST IRON COVER FILTER CLOTH U_ Y ��? / CE =CELLAR ENTRANCE ,. ,„ .y.,• STORMWATER MANAGEMENT CONTROL PLAN EX�EE� 61 / // \ . - CH =CHIMNEY - CLF =CHAIN LINK FENCE GRATE COMPLETELY O / \ / WET COVERED BY 0 " ` 0 1000 47 2 8 E TOT CMF =CONCRETE MONUMENT FOUND UNDISTURBED DISTURBED HIGH-FLOW FABRIC fl AL CMS =CONCRETE MONUMENT SET a AREA FLOW AREA 1000 47 2 9 �� �� i - CO =CLEAN OUT . 1000 47 2 10 SEA o � \ TEST HOLE DATA CID =CONCRETE PAVEMENT � 0 _ _ 1000 47 2 11 N TSB V \�\- \�� / TEST HOLE INFORMATION FROM APRIL 25,2022 CP/T=CONCRETE PAVEMENT/TRANSFORMER _ z '-II , 1 1000 47 2 12 H CP SUBSURFACE SOILS&FOUNDATION EXPLORATIONS CSW =CONCRETE SIDEWALK PLAN Z- SECTION 1000 47 2 13 WDF _ O \��6. - . PERFORMED BY SLACKE TEST BORING INC. DI _DRAINAGE INLET FLUSH INLET 1000 47 2 14 6- EMIR -ELECTRIC METER 47 Block 2 Lot 15 OL AO �. / WOVEN WIRE FENCE County Tax Map District 1000 Section o LL EL=10.8 TOP SOIL/ 0.0' EOP =EDGE OF PAVEMENT o H ORGANICS IPF =IRON PIPE FOUND USE DANDY BRG / SEDIMENT CONTROL DEVICE MAP PREPARED AVG.01,2024 2 0' MPF =METAL POST FOUND AS MF6 BY DANDY PRODUCTS SILTY FINE OL =ON PROFERTY LINE SAND& OR APPROVED EQUAL GRAVEL PRF =POST&RAIL FENCE Record of Revisions 4.0' - FILTER CLOTH / RCF - R AR CAP FOUND _ - -, -.-y.•�_ REVISION DATE - . CLAY W/ RD =ROOF DRAIN MULTIPLE FINE 6 RO ROOF OVER - } .' `'" MULTIPLE SEP.05 2024 WIF OD PAVEMENT _ - _ P COARSE Z r - �i - _ MAR.06,2025 - GRAVEL SD -STORM DRAIN SURFACE - 0.6 .f1 � - - E ��.� WDF =WOOD FENCE FLUSH / - - 8.0 WMR =WATER METER INLET _ . �-Wz- - / CLAY WSF =WOOD STAKE FOUND - GW EL=0.8 10.0' S =WOO STAKE POLE ELEVATION` ` =: TW1 -<, o (� � --� CLAY W/ = FIRE HYDRANT SECTION G�D�� W hD �OdD / TW3 cpo4� FINE SAND y =END OF DIRECTION/DISTANCE `0 20 0 10 20 40 60 MAR 0 7 2025 9 �J�, ��/ {��.� 17.0' rUPLA2 =WETLAND FLAG&NUMBER FLUSH INLET PROTECTION SILT FENCE MAR 1" = 20' NT5 NT5 SOUTHOLD TC�?'N PLAhPdING BOARD JOB NO. 2021-0267 DWG.2021_0267_sp 2 OF 2 ! -n , now or for ' ! � ' + I i I ----• ___ -- ________ -_ -_---------------------- now'l�liilrQm now & Catherine � � � � I i , -r'-- ;--------•------• -_ ._.._..__.-_._ I Qther�ne Hear ! or for rl ' 1 _.._.___._.._.._.._ ? me ! - ei muller ° form i 'o --�-y' lI 'c and St n & now or i Subd�;V�s� n �� - cQthy Steinmu W�II,Qm A. ? y I i I i ! 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ZDT (T1 M ^1C O zz CD (Dc r7 I � ►L—y/��1�� ❑❑ ,c� prnr O CD -� O0 � �o � 3o (D O nDO O 0 CIO O M � (D Q (D n pn /) rzm Cf � D OF7 D o < CD o nrn - I - I = r1j M (D m 'D O o o D rn ;�v II.. .. \ s 0 0 z r- Q �CD cn Q ^ MII3 CD OJ zD z_ zz � � � 0 O �> � �_� CO co �' � QCD fTl D = l 1 m @ < O o o z '�' CD o c� O r+ Q - CD O �., O O n � -zCD z O Nrr- d Al.: WD (D (T s m C5 c-� //7 Y / �: LIP CLF NOTE: MEMORI DAY Lot 3.1 D % now or f ormerl THROUGH T 3RD WEEK ,, � ���� K, � . - MAR 07 2025 ,„,.,_. _ Willian A EinseI IN SEPTE ER ALL SEATING 5G0THOLDTONlN KEHL DESIGN ASSOCIA A . & PLANNING BOARD PARKING WILL B OUTSIDE AND THERE ' residential & commercial design ® consulting Noel Rapiscirda AREA WIL BE NO INSIDE SEATING. PO.Box 1675 Phone: (631 433-9084 OMBINED SEATING INSIDE Southold,New York 11911 E-Mail; ssbn654@optonline.net AND OUTSI D E AT ALL TI M E S 1 -4 — 1 T� Kehl Design Associates,LLC o formerly D A K Associates,LLC SCTMNO. 100072-14 OWNERSHIP & USE OF DOCUMENTS: ON LOT 15 15 NOT TO EXCEED These drawings and specifications including the A TOTAL OF b1 SEATS. ideas, design and arrangements represented therein, are the property of KEHL DESIGN A, ASSOCIATES, LLC. No part thereof shall be •..� VJ copied, disclosed to others or used in connection 1 1 with any work or project other than for which s- CP/OT SCTM NO. 1000-47-2-15 they have been prepared without written consent. Lot 13 _LU — OP OSED P 'POSED AUGUST 29, 2024 •Z •Z 0 PR �WEEN \nI I�G FEBRUARY 03, 2025 o _ ,N� BE AVV G FEBRUARY 26, 2025 � � � AWgLOO 33 & ��ER R -�-- OUTDOOR OU- t ^S V) �-r SE P�zZ A g AR P o PRN\ N W t)F 0' 12.0, =�—�—>. �O 111 , g��w� 10• .0 o UJ 0 � � � �9 17.0 G � � cv o e 30.4 1 0 N 0 IPF DC � `�`'�'� r L0® FRAME •� CH G 4 - w gvILpIN ° ----�_ 11-1h M Lot 1 - 2.9 O WORK NO"I LS: 4 3 0' L L 0 24. 00 C\J3, 6 v — Rest-nt O SEE SP2 - 1 ( AWNTNG co l;f ( OVER WpF 28 . .•r- Wool) .6 ` 1A/ DECK SEE P2 - 2 rV (� ( Acceptance of these drawings does not authorize the right to build P 9 9 Lot 15 WoOp pEcK — without the authorization of local governing agencies, such as () (�j ( IS Suffolk County Dept. of Health Services, Town Building N TW4 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. PROJECT: lbo SILVERSANDS LOT 7 S % 15 P2 3 $ o VI �- ^ � b SEATII� C� PL � � ^ 3 0 A WpF � c P o - � 1135 SILVERMERE ROAD OL. 5bl) GREENPORT NY 11944 V ` SCTM # 1000-47-02-15 o DRAWING TITLE: m o • � � ,. LANDWARD LIMIT OF TIDA �Ir H �0 WETLANDS AS DELINEATED BY COL 5 ENVIRONMENTAL, Interior and JAN. 2022 Exterior Seating ' — o Z � Layout wrF o 0 2 00 P • C 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 CONTRACTORS T FIELLDCONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FORFIT.2 IT. THE W DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TW 1 A a ° FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 0 0 N140 TW 0� ��� O `f� SEAL: DATE: ,� March 21 2024 O PROJECT NO: 2• `���,} ,.,L 1 147-2024 Z �, �, CC3 DRAWN BY: % 2 Q ��� ?y CiL;v BDK CHECKED BY: '.•`� it"" ' "� I ice..- SHEET NUMBER: 5<0 579051 ' 17" W 0 5 10 15 20 30 40 50 60 70 80 90 100 1��;' A ;.�.��< SCALE F5, spi 25 . 99 ' DOB NUMBER: OF 0 KEHL-DEIGN-ASSOCIATES, uc '// / , f / 3068 �D ® MAR 0 7 2025 KEHL DESIGN ASSOCIATES LLC SOUTHOLD TOWN residential & commercial design a consulting o EX=n PLANNING BOARD P Utilit Shed �D ° L • ��� PO.Box 1675 Phone: (631�433-9084 # Z 1r1 r —� Southold,New York 11971 E-Mail: ssbn654@optonline.net S ` n 080 Door Kehl Design Associates,LLC o formerly D A K Associates,LLC H/s T M € #C23 OWNERSHIP & USE OF DOCUMENTS: TPREE O HOT MOP AT R 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 w copied, disclosed to others or used in connection ® 0 JM 36 o with any work or project other than for which a sJ a 14 14 a24 they have been prepared without written consent. O TEM C33 REV: C33 AUGUST 29, 2024 FEBRUARY 26, 2025 e Kitchen� ADA 4 Both Both ADA C) ff 68D0 wing 3068 Wai er 3068 Sto ion C) N MEMORIAL OT : DAY a NN THROUGH3ROT H WEEK 14 36 LO WORK NOTES: — ALLSEATING IN SEPTEMBER ReWILL15 S ATS stauranOUTSI T Rt Area SP2 _ 2 ENLARGED IEW WILL BE NO INSIbE SEATING. D OD 0 N 0 0 TI INSIDE CO SIN D SEANG ccit� /�' s Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as DAN Ou SID AT TIm �- Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify oll conditions, codes, and `-_ requirements with such agencies prior to construction. ON L 15 15 NOT TO EXCEED PROJECT: A TOTAL OF 61 SEATS * SILVEORSANDS �9 LOT 15 T SEATING PLAN Existing 72px 96" Picture Unit Existing 1135 SILVERMERE ROAD 08ODD ' Existing GREENPORT, NY 11944 72"x g6" Picture Unit • SCTM # 1000-47-02-15 DRAWING TITLE: SP1 ENLARGED VIEWS AS s NOTED • NOTES: 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 FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE 2 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR 8 A T S UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SP2 3 N L A R G VI W March : 2024 ® __ PROJECT N0 �r 1147-2024 `p 1 fie? DRAWN BY: '. BDK ECKED BY: -L SHEET NUMBER: 51 — SEATS IN RESTURANT SP2 18 - c5EATS ON DECK 0 5 10 15 20 30 40 50 60 DOB NUMBER: OF SP2 1 ENLARGED VIEW SCALE © KEHL•DESIGN•ASSOCIATES, LLC ,9-rIV RO A48 / �A51 MP�N , // I I I � I 1•� / O�,�R N f / Aft At. I ir) ! A47 / I I I I Lot 1 I I I / / A46 s � -- CMF -- _ _ -- 3 RC N- RCF CMF / ! LU O I - Lot 2 T_ _ I / �RCF PROJECT Q 3 A441 LOCATION PIPES COVE O N -3 now or formerly4- a L 1 / e / L , , leen 1 o Y L W, o a I , �a , W E LOCATION MAP - A43 1"=600' ,- � \ Douglas pwyer& Eileen Dwyer 3 •� � � o Q � � �e � ' I o a 3 I (Dwelling W/Public Water) I o I = I now or formerly o Lot 3 , I a° ul I FRAME m 3 I Thomas R. Shearin & ' IPF 1 SHEDFRAM I h 3 1 SHED e , Wanda Sue Shearin GENERAL NOTES RCF N G16 SHE[FRAM N89053'40"E (Dwelling W/Public Water) / o/ o J / A42 I - 586015,00" CMF 182.00 MPF - - IPF G28 "� // 1. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY YOUNG&YOUNG DATED �3.77' o G27 MPF 3/29/2023. ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM. 1 i _ . . Gi S SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES // I Q� Lot 4 ' I - G6 62 !/ 1 L LL S / /O CONSTRUCTED 1 0 _ 6- G25 I A o-° e 3 - woo s \ �II Edward JU Z nfteor aformerly �G7 0. \ /�' , A40 & Jean I , C CO rx o FRAME 7.i' I VACANT J. Burden SHED Qr SCTM NO.1000-47-2-i5 I / ' \(�G4 63y 2/20/2025 H.S. " C-23-0169 I ~ i Lot SCTM NO. 1000-47-2-14 Co / j \ � � ( �. / COV� 31\� J \ �39 ,' A38 The sewage disposal and �"#ate! supply facilities 1 - - v / I � z 580e55-00'.' - - LANDWARD LIMIT OF / I �� \r/"' w O�f� y �'� 174 , location havebeen inspectedand/or I , L N FRESHWATER WETLANDS AS G9[3' u ti M3 9$ 4 DELINEATED BY COLE / I SCTM NO.1000-47-2-14 o a A37 �}ff Ls /�,p y ry p+ + I Vj ENVIRONMENTAL ON 06/25/22 / 6.0' n, 0 / MOTEL UNIT#34' l s department o 4other gam*R N bd s� I LI O U tc- 610za I I �/ COm>` to h 19 �, M 927 GFAand found to Co � •� Lot 6 1 �3 O UNFIN.CRAWL SPACE f° If/ -s7y 3n �, In SCTM NO.1000-47-2-8 1 N N \ � rp_ s MH DI F7 3 I t � GARAGE CO SMH #9 A36 MARSH 100 TR �G23 / I /BREAK ROOM E #8 3 s, _ N800 � UNIT#108G MOTEL UNIT#108 m N M 55 00��Vv' p dle/I 310 GFA 746 GFA rr� 1 __ ._ 1 A29 SLAB ON GRADE UN IN.CRAWL SPACE o �?7'co " 24.6' 87.21' 31 A30(ti _CONCO _ � 30 � T ��l A , PE., CHIEF I O O I 3/IT / m q 11.0' m COVER \- - EL UNIT#107 18.0' m Z ^It.o' ��� - \1 A35 � m' � OFFICE (� MANAGEMENT " I N ' U LOf7 Q\ G12 ., I / a u u 1 .6' o v,co ? O ' A26 4.A� WASTEWATER SAE E T UI O 564GFA tih�ti 6.r o°°� ��H �.ti _ Y 3 e o a 6.9'ao O CONC. 1 L .-; / .O I UNFIN.CRAWL SPACE 3.6'a'4 n 3 0! m 3 N 00 G22�, S' y 4 j w COVER I SCTM NO.1000-47-2-9 A32 a I a s .o I COtic.W' s °1 s m M , _ 24.8' WALK-IN R Z R' > , F- I MOTELUNIT#106 "AL 1g.2'ti CO ` WMR C L F EE E I inI = o 'er z Final Approval for Walk-In Freezer only FRAME G16 I �'/ 561 GFA OpER 5 H#5 1 Tr, 4.0' CONC.WALL �, 4- 0 _ -- SHED 2.8, \ 613 I NFIN.CRAWLSPA F EMTR F `L F N8 055'001, A34 CEDAR O L. E ,< " p pp / / z Q= - /moo CP'T �_E N wv s��8�, -- __ �v 1 SEES t1,. > The previous final approval dated 7 19 2023 has been rescinded; N �, GQ j C / S �/./ 2�.17 - - _ 46.77 ®33 °a 3 N A27 IPF_ - Q i G14G15 I �� �. F '9j CP _ _ N �/ 'O § refer to this final approval moving forward Lot 8 I b1 �� EMTR 6�� W R v F7 �A26 IPF Gn� I CO rf �``oZ`'ibb \ 1 // % /j 00,E - s` SCTM NO.1000-47-2 1�� 'L 14759, Sro m `j ti S' F � � S N80° � NE - 3 '� A25 N DF2� O 55 00n1�, 'C7 >. Q 6'E . . - . F�3 � ,,�1 N 69 �. 0 Sys 'VV 16 _ LU G19 G18 I 3/ e // 0 P 6 �- 1 �GQ b f r EMIR CO.s / OO t� y1R� I 9�j F o W IPF \L3A24 e / o oQ- I \ m SMH 1 O W 7 G20 �i 14.5' `' �� CMF �) / l v IPF O m #10 4- LLI 0_ Zj�'O I - r �QP y1b CO / (7�� Q�P zi m OL L \ c'Op 9�c S' c'�' OJS�o 6.0, / m P5 I I WV F IPF \ FP 3 ?0 /yr EMTR 1.6'I 8 �39.8 0 55 00u A23' I 03 0 Q � Lot 9 ,3. I WMR 3 E N ' � J w O O 5 I 3b /' / Y Z' 1.5 TIMBER _E 189.4 1 MOTEL UNIT#105 / // S( 1.9= m o f c� I WALL GT#1 _F SMH y i p 7.5' N Q Z 3 STONE 149. 6 F �3 WDF 566 GFA I WV #k.. /' .�'� /' P CONC. z.2'a o z EX.RPZs �'- E UNFIN.CRAWL SPACE / y Q� I 16.0' O COVER �^ m o� I P/ I A22 I L - SCTM NO.1000-47-2-15 / o. // w M -<o m - m co I '� csw } WDF /I / /' � I N 3.6 a MOTEL UNITS#26 I zo.a' 99 8' 19.6 0.8'W 0 /j' 23.4' m CO v 17.8' ISMH 656 GFA a o H SD I Poo ' \ I UNFIN.CRAWL SPACE I Z I >` ILA iv °� Lot 10 EQUIPMENT �/� i 5// w I CP '\ �s ^I 1e.5' 17.9' MOTEL EAST&NORTH WING A211 I •V ENCLOSURE /' // \ CONC a o0 43.3' v � 1/METAL (V \ SD NI 3 12 MOTEL UNITS / IMOTE NIT#29 ccvER I \ N c cP LOBBY BAR&UTILITY ROOM I 63 F N Hm I Z> _ 5,025 GFA 28.4' -- 5 SY' 6.0' UNFIN.CRAWL Woo M I N z*> o o I 20.2' /P��P� J // VVP- 3 1�1�o w I SPACE �15.8 r, 22.6DE K P E TR ` ° t IPF / e �0 ,a- - _-__ .6 I \ O 00 e oq 0 � �� - 36.3' 5D 16.3' y N �n aI 1 - MOTEL WEST WING 1 I t 1-STORY \ I Z 00 a A20 - �-' Lot 11 3 0 a u 5 b�O WMR 06' [2, N I8.0' I FRAME N 6.2' \ 0 8 MOTEL UNITS Z 1-4 N_- - '- - �t 5U I---t- BUILDING L - -- o H `� �/ 3.2' E TR Co e N 20.o'•i; 12.5' SD 111 m DINNETTE o W 1 d I I 2 ° " W 3,438 GFA a m u WooD N N m � 0° SD O 4 5 Lu I a I DECK a 90 N \ IU� mo o SD � o to 3 w 19.9' .3 \ dz <0 - u O a a I A19 IN 00 I MOTEL Y NIT#104 I RO " N � I o v o U_ 1 L. W � - - - " L0 I 560 GFA 1 i>_ ? UNFIN.CRA L SPACE " I Cl o SMH,a 2TR .8'- 14.0' Za L Q 8.2' _ cr, I_- 32.1 _ 58, w I MOTEL UNIT#28 #3 q �12. - `�� SCTM NO.1000-47-2-11 LEGEND. I ! CIC = CST IRON COVER O 1= CLF O I 18.4 I 1,207 GFA z9.7' v I Q H 3.1'E CLF z cD I-STORY v m Z 3 •° o lot 12 FRAME w z o UNFIN.CRAWL SPACE CO 11•9' Z W _ STORAG / I L O N I I FRAME I o o 3 I CE = CELLAR ENTRANCE 1 s E a� BUILDING u 3 u O O I = 3 / MOTEL UNIT#103 I Co I I e sp `� CH CHIMNEY p a 560 GFA N0. CO1a.z' s I I N N Q w CLF = CHAIN LINK FENCE --�_- / 127' �> o I A18' Al CMF = CONCRETE MONUMENT FOUND �/ UNFIN.CRAWL SPACE F �, +_ s S - 12.5' ° O I CMS = CONCRETE MONUMENT SET -- -�- ,r 3 I 3 EMTR SMH ,= s I WOOD DECK I ~ I �-- - / /SMH 1 CO = CLEANOUT t L v EMTR #� ( 5D I o I I I SD o I CP = CONCRETE PAVEMENT I of 3 I SD 3 LO I SCTM NO.1000-47-2-13 I PLATO HOUSE 1 z I z0.4' U F 3 Lot 13 to P/ Wv 5 I O CONC. o' I SJ I 1,761 GFA ° o I 20.3' a.o' PR I CP/T = CONCRETE PAVEMENT/TRANSFORMER I �:_ o I w/cove 0 I 3 O I CSW CONCRETE SIDEWALK L p #33 I �4.2CP Ln �� f/ 3 UNFIN.CRAWL SPACE sD I o 1 O - N a EMTR N 0, m - I = 3 980 GFA GUEST SERVICES 3 �' s o I .s' o ❑ T p DI DRAINAGE INLET I I / I 5CTM NO.1000-47-2-12 _ I T EMTR- ELECTRIC METER L In .\ CONC. 17.3' 2.6 o , o GT#2 LOCKER ROOMS SMH LO O 3o.e' o �O CO W/METAL 5 CO #2 I 569-08'29"W �� I N lb 76.0' WOOD DECK - - - -- �� O 744 GFA BASEMENT STORdGE COVER N 76.7' 3.0'12.3' 15.8`" 15.6' TWl3 _ _ _-- - EOP = EDGE OF PAVEMENT co 304, 4.3'3 1-5TY 2a.o' I "' 29.15',- Ln -I - IPF = IRON PIPE FOUND co N I C � RAME 10.9' I I Tw12 MPF = METAL FOUND o a - BUILDING LANDWARD LIMIT OF TIDAL 1~ ' IPF d 3 17.0' co P 1-sn H 1-STY F8.8' 17.2' I o �� O I; _ . E L POST OU D FRAME FRAME 25 EMTR s I WETLANDS A5 DELINEATED BY 581 2I 16 W V) I 4CONC.WALL _ _ _ BUILDING y o /s \\ COLE ENVIRONMENTAL, I 24.93 PR ON PROPERTY LINE - _ 2.9, 3 BUILDING fj1.31' TW11 �• • - PRF = POST&RAIL FENCE Lot 24.0' JAN.20zz , i' P 14 �W Z 30' I �VIOTEL UNIT#102 \I I i - co I 5.93 584011'16"W ° RCF = REBAR&CAP FOUND F Qo m o 11.0' \ �. ZW 2a 3' I \ 451 GFA I N"m \ \ UNFIN.CRAWL \� Twe 28TW9 I g70. z p \\ \� pODE3UIKNEA° _ _ _ �� RO = ROOF OVER HEALTH DEPARTMENT APPROVAL STAMP - _ 4 I 2A SD = STORM DRAIN MOTEL UNIT#101 �\ \\ vJ Twb ° 6 p\ -, I Aj) o 34 � 5 -' WDF = WOOD FENCE I - - - - 26 2 \\ 450 GFA I e��. \ Tws \ ' '� 016%7`' Twie WMR= WATER METER rD� 2/7/25 REM.WALK-IN AT BOAT HOUSE 1 +- WDF \UNFIN.CRAWL SPACE co c, • ONC WALE/ i \' / �/ p TIE LINE ALONG APPROXIMATE HIGH WSF = WOOD STAKE FOUND ���� `-'0�j7[G i #35 BOATHOUSE I C I p O WATER MARK AS LOCATED ON 10/29/2021 REVISIONS I 1.6'W wooD \ \ , °� WSS = WOOD STAKE SET Lot 15 DECK v SERVICE BAR \m \ 1 Z = i N 1,945 GFA \\N I TW4 a-' 25',�jQ"W WV WATER POLE VALVE MAR 0 7 2025 1 +� 27.9' SLAB ON GRADE \\ I % Z�. 5�3019 N88013'37"W SOOT;TOLD TOWN tit NEW- FIRE HYDRANT PLANNING BOARD �,� SEPN rQ •s' \\ - 651,lA"� 29.30' • END OF DIRECTION/DISTANCE o v 3 ��\ \\\, - ,23" bad.: 4 512 564038'07"W v �\ \ 1-1 3 0 26.48' S.C.T.M.: DIST. 1000 SEC.47 BILK 2 LOTS 8-15 `+- a o�9 WETLAND FLAG&NUMBER -•� . y, �' o IVDF `�6 43 c�b0 LOT AREA: 20,959 S.F. ` 3 L 3 °L `1" -E- 0U.G.ELECTRIC o •� ��\ /. 5�51A1,� -W WATER MAIN 'SCDHS REF. NO.: C-23-0169 c^ 3 3 \�� / 31„ 5�G 55 -S SEWER MAIN `jFpp 081912 °d 5� vE SSt�� 3 0 6 E �°°°N�"° 5�5�22 ES G0 w. �3��'�4 pZP SILVER SANDS °°���P° TWI TW3 �0 51 �110 Scale:AS SHOWN Condon Engineering, P.C. HOLDINGS 1 LLC. 2��2�' SANITARY AS-BUILT Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Drawn by:JJC 1755 Sigsbee Road 1400 SI LVERMERE ROAD o o0 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed p" o Mattituck, New York 11952 GREENPORT NY 5 579 51 17 W SCALE:1"=40'-0" Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 25.99' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or (631) 298-1986 (631) 298-2651 fax Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date: 7/18/2023 signature and the date of such alterations,and a specific description of the alteration. WWW.COfldOnenglfleering.COt11 SANITARY AS-BUILT