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Home My WebLink AboutRcvd 12/22/21 - Survey, Site Plans, Elevations, Radius Map & Photos � e i y iY � � - kaA• — -�= Mom..' ,. -��, �'�`? - �il •��: r � �^' c .fie ' � r1 •ie M p � I 1 a s x rr� �"' ►:`r. gig, a t ■ _ v rc, I w. J rr r P. r. ,P 1 � _ ,..: a'� ,��..- mow°"'° • ':� :r� ,,,... �� `"* i k. ' { L - = ,64 .5 H.� —= t rxd RECEIVED DEC 2 2 2021 SOutl'ioid Town Planning Board 1 � N If Joe ■ ■■ ■ ■■ ■s � rr rr r� ri r � trr �r er pi r �. , 44 Ate_. #4 ��%. � '�;, a �+►� �� 3s , a� 4 4 a. %w u .. x. i � IF�•n E _ r x' � 1 4 r ■ - 16 -Lv IWO � �, r• ''�., * ' a# ��.,��-.!'Uses , `YM x If�1 ° r • lb } t•,^y,#/y�, s Y J1 v t _ a �e P .k r k td 1_ 4 lao .. t "fix , nf�`"`• • � x a }, irk.P- . _.:�j... t _ v r qv N F " ' It 'fir.:' '°` �. , . '• k h r t - v , ^N c sfN 1 • � t •• .. *�. .. v.. a y$ �-♦ • .. a a k .y • t jR � � _a io - , 3 T ! �rTr lam, xTi1 �: � Me,#, i • + _ is - • - �.mw,� ,e _ c i 114 o- 11 ee 1� OWAW a 40 Y • .. IN • » r -Te,. �. �� .w:,.' 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Diu I-own — �,'' rining Board % ,�.� ^"�.RH.X`iMTrMMM.vaJl+.�•,. . �'1:fw.'+., ...., m .. _ �x. r u ��.-.....ems'"'' _•+^�'��.±'� i:'m ,d.,♦V 9 IB # 10 r ia +yt a - n �+•5 • ,a t '`,;. .+Ay a€ e� '. i .�, ..� .v n� t.l* � r '.d !i. •{ ■A r +Ft t li t k•� �� { ri *�„n5 k\t ^ rj15trc _ y c 'y �a+ �, ,� •�(rtc + • 1 t .5 �. kA wr Ak Y 'f• - "'®, �.,~tea`+.. ^.°''`t-`.. _ �+a..-�:..a.� '._ 16��" a d n .� +tom. .� •� i' .. � a , a , dz e. ,. + 1„ Y _- n s p ETVED DEC 2 2 2021 southc-) awn Plannna Board WIN it m- Yfi •�. .,ylt (w"�• 'i..y. _. � ;.ar..p,+-VCwe:>+.w.+•� � y ..:-;wC •r awn.-�.... ,�, -�a .,a. � y.. • r Pi...-.,tea__, -e ,y � �_ r l 4F }} Y, g, n. # 12 , 1 i a , r { i may, � �) f � �� .� - •� -.. �' x� # r . ...TP d 3 ' yo.' f " ' �r r x 3 l , ya ■ � � � 1 f �� .mac j#■ a 41 1 • , �"'" r r � � ,ems ■ k. RECEIVED DEC 2 2 2021 �_` PROPOSED REQ'D �6dal old Town -f l SIGN LOCATION PRONTY R � Planning Board —t SETBA �I ---I �-- -- EpCIST'G EXISTING TO 2 STORY i l STRUCTURE TO REMAIN r Jj _ I71-2 N rROPO R _ SETBAG Partial Site Plan - Sign Location SCALE: 1" =30'-0" - ;22I_81V5 I LU z Oil �LJLJ' jjFET I TI:11 - _ EXISTING PRGPOS 5T NEW CONSTRUCTION 1 Elevation - Sigg Location SCALE : 1/8" = 1'-0" drawn: scale: job#: date: Giambertone Architects e.f.s. 1/8" 16-003 03-13-2020 d 62 Elm Street tide` Huntington,NY 11743 Sign at Front Yard dwg P:631.367.0050 F:631.367.6636 C 1-19 I S.O.T.M. NO. 1000-63-03-16 I WOOD POSTS WITH NETTING EXISTING I STORY FRAME �— ° — ° SHED TO BE RENOVATED ° AND INCORPORATED INTO I MAIN STRUCTURE ° 310.00, 0 50-10 44 40 E SIGN ❑ Lo - - a X CQ NEW PROPOSED DRIVEWAY �i 5 a I� well 2 m (V EXISTING 1 STORY \ �\ \ i REMAING TO < LU FRAME GARAGE �`� 22'-8ya TO REMAIN II � L____ EXIST'G. Q G RBA E 0 0� \ AREA 10 II cb� 8 EXISTING TO 2 STORY STRUCTURE TO REMAIN % L SIGN fram / cb EXISTING TO j PROP05 BE REMOVED 12 — / FRONTY SETBAG LU PROPOSED ADDITION TO Z Z EXISTING STRUCTURE 0 61. — — > Q Q r� EXISTING TO = -0 «- � SIGN L-J BE REMOVED 01 m slate 13 O ® Cl) IS) 15'-O J K W REQ'D W LJ z NEW PROPOSED DRIVEWAY SETBA z IL IL LL ClRECEIVED 0 0 shed N04045'20"W 178.00' T cb DEC 2 2 2021 w Southold Town O z Planning Board O � - drawn: scale: job ate: Giambertone Architects e.f.s. N.T.S. 16-003 12-16-2021 0 62 Elm Street nde' Huntington,NY 11743 E'x1St�g Photo dwg P:631.367.0050 F:631.367.6636 Key Plan i &M/E' PIAC 805 MAIER PLACE \F I SCTM# I _ -�� 1000-55-6-29 �� _ _ SITE: THE ENCLAVES I I 56655 MAIN ROAD(NYS ROUTE 25) \ 905 MAZER PLACE I ' I SCTM# I I SOUTHOLD,NY 11971 I 1000-55-6-30 SCTM#: 1000-63-3-15 `t GROSS LOTAREA: 6.75 ACRES BUILDING CLASSIFICATION: COMMERCIAL - CLIENT DRIVEN SOLUTIONS P.W. GROSSER CONSULTING INC. MP\N��pD 630 Johnson Avenue.. Suite 7 I Bohemia. NY. 11716-2618 I = Phone:(631)589-6353. Fax:(631)589-8705 o f E-mail: INFO@PWGROSSER.COM CO 1070 BOISSEAU AVENUE V 1070 BOISSEAU AVENUE c SCTM#1000-63-3-1.1 500'-0" SCTM#1000-55-6-37.1 I CONSULTANTS m 500'-0" - 500'-0" - - _ VICINITY MAP I� p - SCALE: 1" = 500' �Np RA1�R A �ONGIS I I 0 500 1000 DEC �,��, 2021 � � MR.rcE n • SCALE: 1" = 400' s i ,oic o ^iri- I 700 BOISSEAU AVENUE _ ¢ Pl,ari7ing I SCTM#1000-63-3-2 - ^ ✓� d - A . 56863 MAIN ROAD (NY-25) PROPERTY o- No- I I 1000-63-3-15 T 500'-0" SCTM#1000-63-3-17.3 I WITHIN 500 FT OF PROPERTY LINE A II ADDRESS/ASSOCIATED (SCTM# OWNER 400 BOISSEAU AVENUE 1 bss r r f 57207 MAIN ROAD 905 MAI ER PLACE 1000-55-6-30 MARGARET CODAN - (NY-25) 805 MAI ER PLACE - - - SCTM#1000-63-3-27.2 I I 4 T ? ` °" �4 63-3-24 1000 5 6 29 PAM I C FAMILY TRUST 2011 I r ° ° j � SCTM#1000 � � \ 1000- 3-3-1.1 & I 1070 BOISSEAU AVENUE 1070 BIOSSEAU AVENUE LLC 56861 MAIN 1 I 1000-65-6-37.1 700 BOISSEAU AVENUE 1000- 3-3-2 700 BIOSSEAU AVENUE REALTY LLC ROAD (NY-25) • �� 1 SCTM# 400 BOISSEAU AVENUE 1000-63-3-27.2 C V MANAGEMENT 1000-63-3-17.4 G \ 1 300 BOISSEAU AVENUE 1000-63-3-5.3 PATRI CK CULLEN TRUST I ❑ ° I r 500'-0" 270 BOISSEAU AVENUE 1000-63-3-6 CARLISLE COCHRAN 300 BOISSEAU AVENUE ° ,;\\;:: ° SCTM#1000-63-3-5.3 10 ; _ ° o \ 7 I 200 BOISSEAU AVENUE 1000-63-3-7 CARLISLE COCHRAN 55765 MAIN ROAD (NY-25) 1000-63-3-8 STOCKEN DEVELOPMENT` OPMENT LLC �' c \ ,, \:\: 55765 MAIN qj _ \ p \ ROAD (NY-25) 1000-63-3-9 THOMAS MCCART �,�, \. HY 56025 MAIN ROAD (NY-25) 1000-63-3-26 PRESSLER LIVING IFRUST FAMILY TRUST I 56125 MAIN ROAD (NY-25) 1000- 3-3-10 CACI PARTNERS LLC 270 BOISSEAU AVENUE 56215 MAIN ROAD (NY-25) 1000-63-3-28.1 WITZKE CAPITAL LLC SCTM#1000-63-3-6 156025 MAIN 56125 MAIN I 56215 MAIN ;F aS�PHANE 55765 MAIN ROAD(NY-25)I ROAD 1 ROAD ROAD Set.M?UN`o� 17. - SCTM#1000-63-3-9 _ 56275 MAIN ROAD (NY-25) 1000-63-3-12 NKK LLC G o - (NY-25) (NY-25) (NY-25) - - b 4 9 9 _- I I - - 56365 MAIN ROAD (NY-25) 1000- 3-3-13 JORGE TORRENTO r,, N SCTM# SCTM# SCTM# z N 1000-63-3-26 1000-63-3-28.1 ° ° / -- I _ _ _ s 1000-63-3-10 9 56475 MAIN ROAD NY-25 1000 63 3 14 EUGEN TOMASIC m v 200 BOISSEAU AVENUE ._- �.........................e, 9 I \ ( ) - 5 SCTM#1000-63-3-7 I R o- o- 0. 56755 MAIN ROAD (NY-25) 1000 63-3-16 LAUREN BARRY 4 d s ° 3 I 56995 MAIN ROAD 56815 MAIN ROAD (NY-25) 1000- 3 3 17.2 EMILY BARBERA 2 (NY-25) 56861 MAIN ROAD (NY-25) 1000-63-3-17.4 BILAL ALTINTOPRA Number Revision Description Revision Date i 500'-0" 56755 MAIN 56815 MAIN SCTM#1000-63-3-18.1 56863 MAIN ROAD (NY-25) 1000-63-3-17.3 ANTHONY FORGIONE -I, r 44 ROAD ROAD I Designed BY Date Submitted 55765 MAIN ROAD(NY 25) I 56275 b 4 - _ IN ROAD 56995 MAIN ROAD (NY-25) 1000-63-3-18.1 DONNA SCAROLA LT 12/17/2021 I, r -i Y-25 NY 25 57225 MA Drawn By Date Created SCTM#1000-63-3-8 MAIN p t (N ) ( ) I I NY-25 LT 12/16/2021 ROAD I 56365 MAIN 56475 MAIN ° 4 SCTM# SCTM# 56125 MAIN ( ) 57125 MAIN ROAD (NY-25) 1000-63-3-19.1 D R D LLC Approved By Scale (NY-25) I (NY-25)ROAD I ROAD b ��° 1000-63-3-16' 1000-63-3-17.2 I ROAD SCTM#1000-63-3-21.5 57225 MAIN ROAD NY-25 1000-63-3-21 .5 NORTH FORK REALITY ASSOCIATES SCTM# (N ) I (NY-25) e I SCTM# I ( ) BG AS SHOWN Client: 1000-63- SCTM# SCTM# 57207 MAIN ROAD (NY-25) 1000-63-3-24 JOSEPH F KRUKOWSKI THE ENCLAVES r I 56655 MAIN ROAD NYS ROUTE 25 1000-63-3-13 1000-63-3-14 1000-63-3-19.1i� � ( ) 3-12 b , I _ / 57190 MAIN ROAD (NY-25) 1000- 3-4-5.5 TEMPLETOI� & PELLETIER HOLDINGS LLC 1 � - SOUTHOLD, NY 11971 57020 MAIN ROAD (NY-25) 1000-63-4-2 KAREN LUND j Project - " 56850 MAIN ROAD (NY-25) 1000-63-4-1 56850 MAIN ROAD CORPORATION THE ENCLAVES _ MAIN ROAD 56600 MAIN ROAD (NY-25) 1000- 2-3-38 56600 MAIN ROAD _ 500 FT - _ _ _ - NYS ROUTE 25 _ �__ - - I 55sao MAIN ROAD - 56480 MAIN ROAD (NY-25) 1000- 2-3-37 SOUTHLAND CORP (NY-25) SCTM#1000-62-3-11 56340 MAIN; OAD 56340 MAIN ROAD (NY-25) 1000-62-3-22.2 RWM ENTERPRISES INC RADIUS MAP � 55980 MAIN ROAD (NY-25) 56480 MAIN ROAD 56850 MAIN ROAD \ 55980 MAIN ROAD (NY-25) 1000-62-3-22.5 M ULLEN REALTY LP \ I (NY-25) SCTM#1000-62-3-22.2 (NY-25) \ 500'-0', (NY-25) 57020 MAIN \ 57190 MAIN \ Project Address: 55750 MAIN ROAD _ _� o SCTM#1000-62-3-22.6 \ SCTM#1000-62-3-37 \ \SCTM#1000-63-4-1 \ ROAD \\ ROAD 55980 MAIN ROAD (NY-25) 1000-62-3-11 M ULLEN REALTY L P 56655 MAIN ROAD (NYS ROUTE 25) (NY-25) - \ I (NY-25) \ (NY-25) SOUTHOLD, TOWN OF SOUTHOLD ---- SCTM# 120 CO GE PLACE 1 \ \ \ SCTM# SCTM# 55750 MAIN ROAD (NY-25) 1000-62-3-10.3 MULLEN REALTY L P 1000-62-3-11 SCTM#10 -62 3 12mo 1000 63-4-2 1000-63-4-5.5 120 COTTAGE PLACE 1000-62-3-12 120 COTTAGE PLACE LLC SUFFOLK COUNTY, NEW YORK \� �160 COTTAGE "- 56600 MAIN ROAD - 160 COTTAGE PLACE 1000-62-3-13 MARY LEE CounyTaxMapNumner. 1000-63-3-15Contract"u PLACE m 500'-0" G 165 LOCUST LANE (NY-25) \ - Regulatory Reference Number. SCTM# , U-)A SCTM#1000-62-3-36 SCTM#1000-62-3-38 \ o 315 COTTAGE PLACE 1000-62-3-18 CHRISTINE WATTS - �, ----�1 ` \ �2 \ \ Title or Drawing:2-3-13_ ` , , �� \ 385 COTTAGE PLACE 1000-62-3-17 ANDREW Y KURITA!, �'m o \ 465 KORN ROAD 1000-62-3-25 NI CO HOLDING LLC 160 LOCUST LANE 50 0 FT 2 \ _ - 295 LOCUST LANE 600 KORN ROAD 1000- 2-3-30.1 ROBERT REI LLY tz 315 COTTAGE SCTM#1000-62-3-24.1 �2 275 TOWN HARBOR LANE \ Of PLACE - �\ SCTM#1000-62-3-35 - ' \ �` SCTM#1000-634-6 \ 340 LOCUST LANE 1000- 2-3-26 MIRA DOUGHERTY JOHNSON RADIUS ' SCTM# 465 KORN� 340 LOCUST \ 160 LOCUST LANE 1000-$2-3-24.1 RWM ENTERPRISES INC w I 1 I _1000-62-3-18- ROAD LANE \ 290 TOWN HARBOR LANE \ SCTM# SCTM# \/ SCTM#1000-62-3-39 \ , ' 165 LOCUST LANE 1000-62-3-36 GARRETT MOORE MAP I - 1000-62- 1000-62-3-26 385 LOCUST LANE 385 COTTAG PLAC \ 295 LOCUST LANE 1000-62-3-35 GERARD V ORIENTALE r E � \ 3-25 SCTM#1000-62-3-34 / . SCTM# - 62-3-17 1000- o \ � \ 385 LOCUST LANE 1000-62-3-34 ROY SCHELIN Dmwirg Number. \ \ 555 LOCUST LANE 1000-62-3-33 ANNE HANSEN �` �� "pro U KORN ROAp _ - \ / \ _ 390 TOWN HARBOR LANE \ 390 TOWN HARBOR LANE 1000-62-3-40 ANNA M O RI N 500' RADIUS MAP - - SCTM#1000-62-3-40 �-� �` � � W 600 KO RN ROAD 290 TOWN HARBOR LANE 1000-62-3-39 ANTHONY MATTESSICH SCALE: 1" = 100' SCTM#1000-62-3-30.1 \ \ 555 LOCUST LANE - ' 275 TOWN HARBOR LANE 1000-63-4-6 ELIZABETH H BURNS i " -2u s i :-'��p sneer or o 0 100 200 \ �� SCTM#1000-62-3-34 f \ / \ ��' C NOTE: i® Q'y"�252l3 M 1 1 Z J i J,`" PWGC Project Number. a FOR 500 FEET OFFSET OF PROPERTY LINE,OTHER PROPERTY LINES SCALE: 1" = 200' \ Uhisdrariingd ridrelaWdocumen AVG1803 7 DATA DERIVED FROM THE NYS GIS CLEARING HOUSE. totnisdrawin and related documents is a violation of Section 7209 LL o i of the New York state Education Law o J a n DRAWN er. JM DArE 07108116 CHECKED BK JM ORAWNG No.: Main Rd I - ✓oe No.: bf0in Road SHEET I OF I - - --- UNAUTHORIZED ALTERATION OR ADDITION NO, DATE DESCRIPTION BY TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 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. 30.24 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY" 1 •I 11{�� 30 IS T PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 30.39 �ya- LENDING INSTITUTION LISTED HEREON, AND IS TO THE ASSIGNEES OF THE LENDING INSTI-- LONG - 3t 72 TUTION. GUARANTEES ARE NOT TRANSFERABLE. 30.35 • {' 0,63.03- N io22140 00 1 1 s.�. •M 3 �'�,, 33• WOODED AREA 30.36 t �i• �� - 31.20 fe.c or,- i 6.1'W - d 30.33 � X31.85 fence \ a c� ,. a • 33.74 30.24 32 X31.33 t1'1 Q fence • 3.6'VJ�'b `. 3I Z Q V 33 30.20r.> X32.21 1 ' �� ..�' 3(t f fence d 7C� W O 15.a'W I "t'1 •T1 O .�-- v,° Q 33.94 1 Q 1 30 0 ;0 O� ' �JO x32.29 J nl W 33 ...;y 32, U -33 33.78 X 33.13 U'1 O -1/`j fence - cn 33 30 -e-1 �^' r r fence -4 , 40„� t X29.74 7.9'W 22, ' > t 110 �.,�, - x3z.,o , 32.81 � 1 X32.55 � J •��, 32,45 .7 o•t` /r F� 59 X31.89 �\ /J 1 30 ap 7 ! X31.69 / m 29 WOODED AREA '68 n c m 29 X32.51 / fence X 31.91 X32.21 X31.60 28 / / fence I i X26.23 8.4'W X27,89 fence a t/ o fe.cor I -- X32.09 32 4.2'E x3,.,s WOODED AREA z? 27.70 a° c, i X27.35 i X31.44 m GENERAL LINE / o X 29.68 OF BOAT STORAGE I I X28.03 /\ erce I AREA 8.9'W X27.38 I °q t b 31.22 X 30.9'1 t � 31 X27.21 n X31.23 ° Z X28.88 r'b m o WOODED AREA ^ rrl Q Z �. X30.61 - X27.48 X27.57 Q 'o V 31 ; 30 27 o Q o Q ' 8.2'E 29 8 Q � - 28 fe.co' X30.77 27.06 3,4'W /1,o'o_ 27.90 �l 1 X30.73 AREA f�941`02 50, FT' X27.09 V ° � Q _ __ 0 0 3 28 27 n o m j fe.Caf FI I y X30:99 3.3''N o •. OR 6, 75 ACRES1 ,41 ON O X30.41 I X30.3, I N X29.56 X26.63 y `ost Q " X28.17 cost o % -W_gyp, 28 O(l Q X 27.27 'Wr °, -+. Q `� 6.8'E Q y � / frame Q -.-- ..-- � post X26.84 �G `` 2i \ W 29 X27.45 / p stdcFodeo ence X26.21 X26.68 fe.co 28 v ,' -- - S.C.T.M. NO. 1000-63-03- s, ,�--J X26.74 f7.2 X29.22 �; X28.59 X27.t5 WOODED AREA p 27 W � Z � 26 01 26,51 _ - _. - 26 ? IV 29 X26.50 IV C '9y c ! Q WOODED AREA / X26.49 CONCRETE 0 Q MONUMENT 11'1 GENERAL LINE X26.04 7C,1 OF BOAT STORAGE I'• X26.91 I % T AREA X27.88 X26.25 l 6.2'w13 Q /~\h END OF r -°- / CHAIN INK'FENC`r ° °-o 0 9 VE 1 ❑ WOOD POSTS X26.28 a WITH NETTING X26.18 ° a 3.4'W 28 27,07 hedge row 13.4'E �X X26.36 �`"" 26.01 � X26.22 � Z )4-- 2.5,72 VIA 3� O Q X26.24 O I, X26.36 WOODED AREA f STORY FRAME `� a Oil, r Q X25.77 X25.86 GARAGE X26.18 18 maple n'1 Q 7.O'E 27.24 14 cedar X26.50 18.3 27 26 ER 26 Y o 36 oak Q 28 fence end =='N CONCR�E 4.9'S /� sped,•car - r 26.38 ?8.S 'd 2.0'N c - MONUMENT f 0.2'�...___ - S 18 white birch N 20 beech cluster 18.3 16 cedar 26 N / ,.,„ m 26.03 ~ edge of paver"`^` o , shed co' ,I Q .v 0.2'E fe.cor "- - ...,, X V �. x ,v.00cl ` H on line cor,c 24.83 i ( 25.67 f fence 1 \ SHED C METAL / cover OI esohclt Q il; 0.1'S UTILITY ,/ I 103.0 "`'' e ' 18 white birch ` ^� SHED J�O.l0 S1 26 X25.81*ef. Z I 11 5014�40 W spruce 58705�50 W SS ° fTh BUILDNG 22 white birch 7tl Q ,7? z STORY FRAME 1 14.z S.C.T.M. N0. Z Z D,L-.1; } A No No `rome 25.82, • _ _ - - � f000-63-03-f6 ��, Q 1 C'� O 'I` - _ _ 20 4 7.7, 'I, "c k 70 7.8�•' �) I Q ' o -well y c pia® +� _ �✓ LP a I Q 2 STORY FRAME 26 Cz z RESIDENCE K ]� 25.51 n,8'w > S.C.T.M. NO. S.C. N0. 0 �,,' X O 25. 3 3.1 27.50 p f000-63-03-f3 '*� n o r' X'^ z.9 37 4 �9.a'-- 1000-63-03-12 .p �5 �o t---26 ; O 831.0 S.C.T.M. NO, - - - - - i' 22.7 25.42 - f000 6s-03-}4 p G: r5t� ' •:f_ frame _ P- ?2.3' wa`>"l j,; :..,.y 24 walnut 25.69 25.95 26 walnut V 25.26 1 Pole 1 --- . - - ut[Iity pole 25.88 C --f rt - • 25 3 -- 1 18 walnut y 2552 / 1' concre:" s,ne«:rK t 25.69 25-3 / - - _ _-__ -- 28 C LINES 5. 9 / s> - ..f;:e .ar.. -- - _ 25.25 .� 25 6 LE 3 -------: - �25 31 26.16 - X J• 5 W TF TRAFFf� I - j 25 3.1 - 25.00 N,'0 25. 25 68 OUB YELLOW TRAFFIC 2 6. 25 NES . .. -,ctch 25 04 -=aFFIC LINE 25 61 asphalt curb v!f.l 25.54 26.03 25.82 W� �U�pt�� halt 25.94 25.51 T TRAFFIC LINE 25.83 o"P WHI,E basin D LANE ppvement 25.85 mt,<!(: LINES 25.7A�QUN c _ _..C,�ur•t Yt fhW 25-5_ ,. 25.72 26.0� Q will), ,f.;_=-.0 LINE 'v 25.6b SIGN 26.04 C o,,,q r,,,A, 25.59 _ n='e 25.87 25.94 Z ]7 G ' 25 38 CONCRETE CUR"N' - - 25.7;`r I catch ',.- % �.-� ' --.- end of white Y., ut'le 25. -.� o SIGN basin ,�* -- 25.58 - p 25.86 Z ! L - - --utility 1 cctch *x-s.n f"�fX._::-e�--�-f .„p cur' � s:t;u pofe �:,. p y lJ/ _ 01 E DE G 2021 I drop cu' - 4. -.. . :. -lalY '9�.3 -- 004150" -ROA s�4 �' L_ ' r,a41 MAIN �ot,th;J!cr i owr z NYS ROUTE 25 TOPOGRAPHICAL : . 3 SURVEY OFDDOPERTY r \ --� SITUATED IN F b� , r. SOUTHOLD J LAND SURVEYING s,`u'' , f :., 3 :: TOWN OF SOUTHOLD SUTTOLK COUNTY, N.Y. SUBDIVISIONS S.C.T.M. NO. 1000-63-03-15 TITLE & MORTGAGE SURVEYS - r �] TOPOGRAPHIC PLANNERS CPA L . f'I -' /0' ULY /, 2016 SITE PLANS V L T {f(J(,J GRAPHIC SCALE JOHN MINTO, L.S. PHONE: (631) 724-4832 40 0 20 40 80 160 LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-54553 93 SMITHTON'N BOULEVARD SMITHTOWN NY 11787 ( IN FEET ) 1 inch = 40 ft. : ' 3�' "R�b, � - �I�III ,. ��1�AIL' � -. ,` ry �A � � � � � - "��,�4ja✓ wrw� a,,..•,.,...-aw„�,„«n,,.,„,...«wwo+, ...�,...w,:rw.«x.«uu.w..as:.w+.•...a...<.w...w.a.+««..,w.,:.w.nw.w+�„.,,°„ww....,.�,w.,, .. ,. w.,.a..wn General Utilities 1, CONTRACTOR SHAL LL NOTIFY"D G-SAFE"(1.888.344.7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UT LITES ARE SHOWN AS AN APPROXIMATE ALLOWABLE SANITARY DENSITY FLOW REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED PJ qt ` X,r1j • .y • ,t", "- �t .- 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY,CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOJ'JN DOES NOT GUARANTEE 6.75 ACRES X 6QQ GPD/ACRE=4,050 GPD F � C SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITES,NOR GOES IT !3 t �' v -A 17 GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN PROPOSED SANITARY DENSITY FLOW ,• •."_ '°< ` « «+ /.,. 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL � `" ° ';` .' *°� A�Ct B ��>�;♦, 1 Ji<"�, CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS 74 SEATS RESTAURANT X 10 GPDISEAT =740 GPD AND REGULATIONS(WHICL'ARE MOST STRINGENT), TO EXISITING UTI-ITI_S AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES .,.< ._«,;° ,,t,. AV ' * C'.h: <" ., t' 44 UNITS HOTEL X 150 GPD/UNIT =6,600GPD -�• ♦` c ' « • �- , AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. ,•y=;"y ♦" ` r `. - a Strategic Environmental and Engineering Solutions 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, 250 SEATS EVENT SPACE X 5 GPD/SEAT =1 250GPD t — ;3 *`l `,s�.;""`M:®-°-°g s 1 s�C,'«:,"?<'w , •-w.... i ;.,.,. ..,.'" "'k,,..y�—.�.,- q F f 17'f PAVEN:1 NTS,WALKS,ETC.)SHALL RELIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS TOTAL SANITARY FLOW -8,590 GPD `° " r- `• %E t *' �= A r I' s r "<�"\ t .•";- ��° ♦. �, ..l �,,.rR r} i; .y?r. a e�,..,. , +*s" .a•\ 'r r w r, DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, � � � R WITHIN THE CARIGHTS-OF-WAY A Nf K , , - 5, WORK I E LOCAL SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK ELEVATION.AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE ,,x ° ..>� � ,�.. « :. � .....}' -_ ... .., ••.. �� .,�: , � bum '„ - , ! .- WITHIN THE COJNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS.WORK WITHIN STATE CONTRACTOR,AND THE INFORI,IATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP} �_ ° , : =1, ;r� ,<; <.•< <v .Jfj - ;�, ", � 0 0 • RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING HAS BEEN PROVIDED. •��- � �,�; .«° { ,�f � � � � ;� � ��< _��,�_•,-._.,,� _ STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE r •:- �. -. } _ « ' 'tz� ` `-�' 630 Johnson Avenue. . Suite 7 MAY BE WARRANTED TO RESOLVE THE CONFLICT. G� `s �;. * ° •" � " r'" :` ,< � . "' � PROPOSED RESTAURANT-GREASETRAPSIZfNG � . --- �-:,�...rt. �a��-�-=,-:. _ •,. ° , ,, - > :,��1=_. ♦. 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND ��P w .. o fl"< /� •,.,_ Bohemia. NY. 11716-2618 (�`,_ b -•.� -_.°.^^tea= ! i� a, �� ..dF'-. Y., "•., -.t« `df +rdi•,N 4.,qg � $ 1 f,i� _ �. 4.J~ ( t w ...,. APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3, SET CATCH BASIN!RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH I' s u ;s �. µ •k.`' `' Phone: (631)589-6353 FOX: (631)589-8705 PROPOSED 74 SEATS RESTAURANT / if y ✓ . , ;.( ° t INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. DO NOT ELEVATIONS ON THE GRADING AND UTILITY PLANS. f: ;f' ✓ %: , ° r "a A E-mail: INFO PWGROSSER.COM fi� CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. ��'-1 ° « ;;M ? . a ®"•s" lW 4. RIM ELEVATIONS FOR DRAIN AND SEVER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND KITCHEN FLOW=20 GPD,SEAT X 74 SEATS=1,480 GPD ' z>.' ® j _°�-. w.. . ♦ t ;, aw«_w.. « ;-,-_ �' y# X� G j3 grr€''.i »e a• i r"•'a:. \z< d,,,y,A�� t 7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITENpIS ARE APPROXIMATE AND SHALL BE • 11 ?. `°r •: •° * °° `"" "� w, ,. " r- "i 6"�, r CONSULTANTS CONTROL DEVICES. SETiRESET AS FOLLaVdS: PROPOSED 250 SEATS EVENT SPACE f:p�. r .•, � ,t� �, .�."---r-- �-" ;`� • ' w ,�•?"�,. .�:� 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. KITCHEN FLOW=2.5 GPDISEAT X 250 SEATS=625 GPD B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH : 9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE TOTAL KITCHEN FLOW:1,480 GPD+625 GPD=2,105 GPD ��, � a� • � +.. .X, Y' � ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INC4 ABOVE SURROUNDING `a � .� j`- =";,• � s;\r ° �; �+ °;� � OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION. a* a 1'r .< r" ■.. «',. r _�;_ •' ��,°. � � � GREASE TRAP DESIGN ,��, " •' ,,,<:', AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY$O THAT THE ` 'A r . < APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 2,105 GPD X 1 DAY=2,105 GPD 10, CONTRACTOR SHA'_L PRE`�EN'T DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.), FINAL DESIGN LOADS AND �, r •�� __,.,._. , Imo-•" fi IO RESPONSIBLE FOR CLEANUP,REPAIRS,ANND CORRECTIVE ACTION IF SUCH OCCURS, LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. @ S / " . . 4' PROVIDED: (1)10 DIA.X 5'LIQUID DEPTH GREASE TRAP(2,500 GAL) - 4" 11. DAMAGE RESULTING FROM!CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, STP DESIGN FLOW AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES 12. CONTRACTOR SHALL CONTROL STORN,IWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY. •!' < �,� ,& �-,'. ;`; ��'`�� -'�•.. � " + IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT Na PROPOSED RESTAURANT DESIGN FLOW �. ✓°�+ _`,`r ! < ' `� "': `•""s ' d COST TO OWNER. ; 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: "I i� i`t �✓ _ \ 74 SEATS X 30 GPDOSEAT=2,220 GPD • ' _ `r� ;� s; ; "M"„� Wiz;` b , , '' p A, WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) ;y° ` � 4} } ✓ rd. i, `, °\ �; B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) PROPOSED 44 UNIT HOTEL Al 9019 ! n C sss '- •`Ztl "' 'i` 4`' �'o`` `„ '�'. tt�^"-tt \ Yt C. STORM DRAINAGE PIPES SHALL BE REIN,ORCED CONCRETE PIPE(RCP) 15Q GPDfUNIT X 44 UNITS=6,60Q GPD .,Grading • ,e:o' .:s..w.....w...«.. .... .s.•..:..,, ,n.,.w......w,. ,,..e,: ,..;._,.m„.. .....»..... ..._..,,._ ,.-�,,.._.,.w»...«....",u:,.....-....<................v... r tr♦! /'�, � Ci% � -� �- `'� Gr din s`1I1d'D�"`aina e ll�f otes 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, , 3 � �.-•. ��' r PROPOSED EVENT SPACE DESIGN FLOW I° - ✓" .` ` INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEhORK RELATED ITEMS SUCH AS PULL BOXES, •�. f, a ="'� t ` CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS, SITE CONTRACTOR SHALL FURNISH 'j'" S;•= 1 "; `, ,/ : T 5 t>'a '°. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON 250 SEATS X 7.5 GPDISEAT=1,875 GPD � :"•:_:.:.". SPECIFICAT'ONS 0=THE TOWN OF SOUTHOLD.SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY TER THE DRAWINGS. ! SeTu°ptc�'ci �� t, ��r � `:=:., ?!' I � 03 } N SOTS DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT of TRANSPORTATION-AS REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+1,875 GPD=10,695 GPD P1 APPLIC.ABALE. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S ! �:� ., REOUtREMENTS, r° �° t. #y 2, UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE LEACHING POOL DESIGN �`` « °�• 5 r ? a %L 4a RECORDS. THE CONTRACTOR SHALL FIELD VERIF"THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING 10, ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE WORK. CARE SHOULD BE-AKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS OR MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL VUNICIPAL _ $, i✓ :' w- -' `4� £+ r'' y PORTIONS THEREOF)TO R=N,IAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REhAQVAL OF ABANDONED STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE REQUIRED: 1 Q,695 GPD 15 GPD/SF -2,139 SF �� - „ � �,-� � � nz I��t2[ r7 UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL ,t µ 'jv '{ 5 FEET. Y, COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY. PROVIDED: NEW LEACHING POOLS d,r<�''I; -, , ,•.. -. .°. 10 DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) Cep�,• 3. REMOVAL OF EXISTING STRUCTURES.INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, -r•�.-`•" ° � w - �.1t11>why �nformlatron 2,139 SF/31,4 SFlLF -68.12 LF IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLE FIVE 5 OF 10`DIA,BY 1 `EF � 'fig'� i _ _,li_ " (; tE `• 4':"• �-i"'t �a � COUNTY,STATE AND FEDERAL AGENCIES THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS - - -- ......_..............................._ . ...._"..,,.._..........._. ._,... _. .". ................._.___...__. "_..,. _".. ._. ( } 5 F.DEPTH LEACHING POOLS �m; � �• � I _ , 75 VLF PROVIDED; '° " tt , � C FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS, SERVICE OPERATING AUTHORITY1=s '3, ' .s• '-" ` ,., .,._ } 4. ALL STRUCTURES .0 BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) ji -"- °, ELECTRIC PSEBG ♦;i;` ^'; _ -I,sa �`.r " : r.�."` __° :.: , SMALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACT D TO 95 ro STANDARD PROCTOR DENSITY. WATER SUFFOLK COUNTY WATER AUTHORITY • s> « ..:�..._,....-•.�.<, t1""^° gyp, r f' it s as:_ ,,s < , Lj y =, _ _ . =i� r�'•� r a , s" s .I � j °•, �res',1,�3,'3 ,, �r I)° l':-.,.,` f z TELEPHONE VERI20N + ' ,i* 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SA'WCUT. « w`' ,,, � r`.� �" « °dt« �°s:" *;•j:��'• i,"� ;° g ,ram � ;,..; •`-• ..:-,'� a m .` w j! f b3irt' ,,Esc (IM,f" s SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES *�� '� �°f p �' 1 --'_ _.--' * ',r"• ��' "'p'•` '' e '� + I�` 1''�f`� a F `:�_�« «3 ;�`•;. °�`----_'=° � �� .a?'u, 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES m I DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE GAS NATIONAL GRID A E !�! MAP FIC 7. EXCEPT WHERE OTHER4VIOSE NOTED,NWHERE NEW CONCRETEO CURBING AND CURBED ISLANDS ARE __• '" '' ` " " w SITE LOCATION MAP E .a ► ,. ` PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT , I I SCALE: NTS ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6'ABOVE THE EXISTING PAVEMENT ELEVATION. PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED AGAINST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED DOWNSTREAM INLET, EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB, ,• SITE- THE ENCLAVES 7 BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95b1a -�� .-,�w ;-�.:«••• ��.»-affi.:� � .�._,...... w._,w, _._4.._..,, .... 56855 ROUTE 25 6 STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTINNG Erosion Control 5 PAVEMENT TO REMAIN. ALL SAAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING ) SOUTHOLD,NY PAVEMENT TO REMAIN. _W<_...__........... ........ "......... .........................<...,.... ....,..._..__.._._.._<_,,._.."...."........._. 4 REVISED PER CLIENT'S REQUEST 02/1812021 1< PRIOR TO STARTING ANY OTHER WORK ON THE SI"'E,THE CONTRACTOR SHALL NOTIFY APPROPRIATE SCTM#' 1000 83 3 tb 3 ADDRESSED COMMENTS DATED 1219119 0410812020 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED LOT AREA: 6.75 ACRES 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROONIS•UPDATE UTILITIES O411112017 OF CONSTRUCTION, IN FEDERAL,STATE.AND LOCAL APPROVAL DOCU°a1ENTS PERTAINING TO THIS PROJECT. rtumt�2r Ravls�m Dosrsptwrf Neaasicn Da: 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 FOURS BEFORE EXCAVATION,CUTTING, 2° CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT' �" HAM LE�rl,T BUSINESS REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE, THE TOWN OF SOUTHOLD SHALL BE NOTIFIED THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF REOUf RED PROPOSED PROPOSED W!FUTURE EVENT SPACE Cxsfgn2u ey oats s3 rnlrEd 48 HOURS BEFORE ANY SITE WORK IS BEGUN. SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND TC 01/20/17 PROTECTED AREAS. MIN,LOT SIZE 20,000 SQ,FT. 294,202 SO.FT. 294,202 SO,FT Drawn By Daa,=-Craa od 10, PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE MIN.LOT WIDTH 60' 190.68' 190.66' TC/LT osf23r16 ELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND!OR 3, CONTRACTOR SHILL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION a�'o 2�By s a� c MIN.LOT DEPTH 100' 92803' 928.03' 13G AS S�1C1�'4"N SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA 1 NATIONAL GRID. WHERE FEASIBLE, SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY MIN,FRONT YARO 15' 17.16' 17.16' Chr,: PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. WATER,WIND,OR DIRECT DEPOSIT, - MIN.SIDE YARD 10, 32.0' 32,01 THE ENCLAVES MIN.BOTH SIDE YARDS 25, 80,66, 80.66' 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED MIN,REAR YARD 25' 153,83' 153,83' 56655 ROUTE 25 FOR A WNIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT MIN,LANDSCAPE AREA 25% 58.62% 56.3% 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE NATERIAL AND DEBRIS SHALL BE EROSION, MAX.LOT COVERAGE 40% 16.3% 18.6% SOUTHOLD, NY DISPOSED OF IN ACCORDANCE WITH LOCAL TOV,�'N,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE MAXIMUM HEIGHT 35, 32.93' 32.93' CODES, 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, MAX.NUMBER OF STORIES 2 STORIES 2 STORIES 2 STORIES Pr�ea. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND 13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN. DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS, WHERE SEWER PIPE COVER IS LESS THAN 4'-0",DUCTILE IRON PIPE IS REQUIRED. 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES REQUIRED SETBACKS AND OTHER SITE PLAN DIMENSIONS AT TRANSFORMER AND GENERATOR PADS, 15, WATER MAIN)TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. PrajMt Add ess. 16, EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE 5665r3 ROUTE 25 AS REQUIRED. SOUTHOLD , w _M ._....M.-..., ... <..a...,...,.-,,....,..,..,. .,.._ 17, ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL Survey Notes SUFFOLK COUNTY CONFORM TO SUFFCLK CCUNTY STANDARDS. , NEW YORK County Tar Rtap Number, Cor.ract Nurncar 1000-63-3-15 1. SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTdV4'N BOULEVARD,SMtTHTOVVN,NY Izeyutata+y R�€ere::e DATED:MARCH 28,2006-LAST UPDATED:JULY 6,2015 tftt+a!Dravn�g SITE PLAN z GENERAL_ DOTES c 4't Yi .l CRaV+iP�N•iritba[; A v v Fri -- M 0 0 DEC 2 � 2021 -� sne=, to Q F IUn ling P rd 16 P':fi'GC P,ogect Ntaiter. 2 ui Unn J0,0rized 2*21 art 0,addition < ,othscka:xngandretatefJ fnerb AVG'1601 is a vicw6on of Snw 7209 o of tqe NeN York 8'*,Edu+.a5on Law t5 77 A411 Existing Proposed Notes Ex�stm Proposed Notes E v__ g p g p Existing Proposed Notes Existing Proposed Notes Political and Property Boundaries Topographic Features Utility Features 6"RD PROPERTY LINE;RIGHT-OF-WAY LINE 14 14 MINOR CONTOURS RD ROOF DRAINAGE BC BC BOTTOM OF CURB 15"D 15"D W INTERIOR PROPERTY LINE 20 - ---- 20 MAJOR CONTOURS DRAINAGE qVV BW BOTTOM OF WALL -——————- -——————- BUILDING SETBACK LINE - — R II D G E i i N e - RIDGELINE UD UD UNDERDRAINAGE CATV CAN CABLE TELEVISION ----- ----- ---- EASEMENT TOP OF SLOPE TOP OF SLOPE FD FD FRENCH DRAINAGE Cg CB CATCH BASIN Strategic Environmental and Engineering Solutions WETLAND FLAGGING BOTTOMOF SLOPE BOTTOM OF SLOPE 6"S 6"S SANITARY SEWERAGE '� `LIMITS OF CONSTRUCTIONIDISTURBANCE _ CO CO CLEANOUT EL.123.45 + EL.123.45 EL.123.45 + EL.123.45 FM FM FORCE MAIN r. +. 2Mi — - - - - — MATCHLINE —� SPOT ELEVATION D D DRAINAGE W 12"W WATER MAIN : TC 123.45 TC 123.45 DVH DMH DRAINAGE MANHOLE 630 Johnson Avenue. . Suite 7 E3C12--2.95�, BC TOP and BOTTOM of CURB ELEVATION 2"D'�J 2"DW DOMESTIC WATER SERVICE Bohemia . NY. 11716-2618 Curb and Pavement DW DW DRYWELL Phone: (631) 5 is - N 3 . Fax: (631)261589-8705 6"FP 6"FP FIRE PROTECTION SERVICE TW113.45 TW113.45 TOP and BOTTOM of WALL ELEVATION EBX EBX ELECTRIC BOX E-mail: INFO PWGROSSER.COM CONCRETE CURB TO BE REMOVED E34°,r 113.45 `., BW 113.45 ---------- G ------- G NATURAL GAS CONCRETE CURB OE OE OVERHEAD WIRE EMH EMH ELECTRIC MANHOLE PAVEMENT TO BE REMOVED E a Drainag Elements E ELECTRIC POWERLINE FX EX EXISTING CONSULTANTS ---..... "-- -l'-'. EDGE OF PAVEMENT EXDW A-1 DW A-1 -- T T TELECOMMUNICATIO11 FA FA FIRE ALARM RIM 135.43 RIM 135.43 DRAINAGE STRUCTURE LABEL -——————- SAWCUT LINE INV 130A3(N) INV 130.43(N) -- FOC FOC FIBER OPTIC CABLE FD I'D FRENCH DRAIN NEW PAVEMENT EDI7TTTITITfT1Ti 11 TRENCH DRAIN CATV --CAN CABLE TELEVISION FL1 FM FORCE MAIN FA - FA FIRE ALARM FOC FOC FIBER OP111C CABLE DRAINAGE MANHOLE with GRATE INLET TRF TRF TRAFFIC WIRING FP FP FIRE PROTECTION SERVICE HEAVY DUTY PAVEMENT --- HYD FIRE HYDRANT G G GAS Building and Elements (0� r3 D M i" ® ® DRAINAGE MANHOLE with SOLID COVER C NV "N GV GV g M WATER VALVE GAS VALVE GV HYD HYD HYDRANT BUILDING TO BE REMOVED L....� L I I ® FIA ® CATCH BASIN wfth CURB INLET 0 GV DQ GAS VALVE ICV ICV IRRIGATION CONTROL VALVE L ❑ G;3 `BUILDING "` �`'� EMHO EMH / 0 ELECTRIC MANHOLE INV INV INVERT I 1 O 0 DRYWELL with GRATE INLET j -o- UTILITY POLE LA LA LANDSCAPE r , CONCRETE TO BE REMOVED LP LP LP LIGHT POLE L - - _ _ _ - J LIGHT POLE °RD oRD ROOF DRAIN h1ON MON MONUMENT CONCRETE and CONCRETE WALK ' ! (`y- } ® ® DRYWELL with SOLID COVER P O P O POST OHW OHW OVERHEAD WIRE / RD RD ROOF DRAIN _ SIGN Q ENT 41 OHD BUILDING ENTRANCE and OVERHEAD DOOR '`� C'IFF OO IPF IRON PIPE RIM RIM RIM ELEVATION � ) 00 DRYWELL with BURIED CONCRETE COVER S S SANITARY 1 SEWER O BOLLARD PROTECTION \ d{f A10N ® MON CONCRETE MONUMENT SM'i SMH SANITARY I SEWER MANHOLE @ CIRF OCIRF CAPPED IRON ROD SPK SPK SPRINKLERHEAD Fence and Property Features ( yL-�} 1 ® DRYWELL with CURB INLET �/ TRF O TRF IRON ROD T T TELEPHONE ----- -- X --------- CHAIN LINK FENCE ') TC TC TOP OF CURB __. �:r ❑ STOCKADE FENCE C CIRS OCIRS CAPPED IRON ROD SET TMH TMH TELEPHONE MANHOLE H 20 TRANSFORMER FENCE(OTHER) SOIL BORING TRANS TRANS Sanitary Sewer Facilities �_..._.._..............................................n.__..... RETAINING WALL ;TMH TSB TSB TRAFFIC SIGNAL BOX O TMH TELEPHONE MANHOLE ---- ----- --- TREE LINE EXLP A-1 LP A-1 SANITARY SEWER STRUCTURE LABEL TSP TSP TRAFFIC SIGNAL POLE TP RIM 135.43 RIM 135.43 ❑ TP TELEPHONE PEDESTAL - - - EDGE of WATER LINE 1 HIGH WATER INV 130.43(N) INV 130.43(N) TW TW TOP OF WALL 100t CQ CO TRANS TRANS TRANSFORMER UD UD UNDER DRAINAGE ( .; �� 0 CLEAN OUT ( )TSP O TSP TRAFFIC SIGNAL POLE W W WATER n TSB ❑TSB TRAFFIC SIGNAL BOX WV VVV WATER VALVE j ® O SANITARY SEWER MANHOLE EBX EBX VIF VERIFY IN FIELD r'j ELECTRIC BOX T ICV 0 ICV IRRIGATION CONTROL VALVE g / LEACHING POOL w COVER TO GRADE '' 5 0 SPK SPRINKERHEAD 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 /y 2 ADDRESSED DEIS COMMENTS 0 711 7/2 0 1 9 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 SEPTIC TANK with COVERS TO GRADE Number Revision Description Revision Date Designed By Date Submitted TC 01/20/17 TC/LT 08/23/16 / F / Drawn By Date Created / GREASE TRAP with COVERS TO GRADE Approved By BG scale AS SHOWN Client: THE ENCLAVES jLEACHING POOL with BURIED CONC.COVER 56655 ROUTE 25 �l SOUTHOLD, NY Project: SEPTIC TANK with BURIED CONC.COVER 1 SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: SITE PLAIN q LEGEND � N LLl 'o Drawing Number. o U .. _ •..�.e a.-,e.N,. _!—.R_ 4�� / ® �o m 0 DEC A2 2, 2021 Sheet of s • Q N I...__ _ I U N ,3ou lic:ld avvn 2 16 i 9 T L Plc-: i f15 E oa rd PWGC Project Number: w w Unauthorized alteration or addition to this drawing and related documents "G 16 01 Is a violation of Section 7209 LL o Of the New York State Education Law o a� W u < CV a TOWN HARBOR LANE 10 M � Ca 0 V > O ILL 0 0 F_ oz LAND NOW OR FORMERLY OF VALERIE M.SCOPAZ LAND NOW OR FORMERLY OF U N PROPOSED PERVIOUS ANTHONY FORGIONE LAND NOW OR FORMERLY OF REMOVE Z N � S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING ROPOSED6.5' VINCENT DOLOMITE&ILEANA DOLOMITE EXISTING Z 0 17 WOOD NETTING POSTS (GRASS PAVERS) FENCEHIGH STOCKADE Z U WITH NETTING FENCE S.C.T.M. N0. 1000-63-03-17.3 PROPOSED 6.5'HIGH FENCE Z 0 n PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME OODEN STOCKADE FENCE REMOVE S.C.T.M. NO. 1000-63-03-17.4 ROPOSED6.5' �c' _ I - - STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND Strategic Environmental and Engineering Solutions REMOVE W/ACOUSTIC BARRIER EXISTING HIGH STOCKADE m c Z r, i REMOVED INCORPORATED INTO MAIN EO(SEE SIGN RELOCATE EXISTING i FENCE FENCE Y : Q ° STORY FRAME STRUCTURE SCHEDULE FENCE EXISTING o, GARAGE TO REMAIN 310.00' THIS SHEET) 11 ® u• ® � `� "b• S07°38'10"E 622.78' I' } ' S07°44'40"E I_n __rz ._..r. _... SIGN ..-,.d,,.w,.��......�..._ ...a..�..._..._ ..,....W. p}�Qo °_°-o _u__z•. . ..,,_;,_.;.. w o Gi `a. o - - ° -..-a-� ' s s_ S— -- s WE s 77T7� m y :_..•.. Slf.?Cr,'..:8 fft�.CX' S <•O ` Q � EXISTING WELL 0, :•_n.._ s a u'.<z:..•fnnne rn¢ _ — s-- a s PROPOSED NEW I TO BE 0 Avenue. Suite o o s— s- s s s s - s--- s---- s s DR PROPOSED PROPO 0 Johnson Av nu 7 = _ r -- —� \ PERVIOUS ;;,ty m RELOCATED AS = I Bohemia • NY. 11716-2618 -- s uW = s m 0 \ s OVERFLO IRRIGATION WELL LO s it CV o e__ s s— W o o \ PARKING 2�^ o Phone: (631 589-6353 . Fax: 631 589-8705 O / 4 PROP W e �, \ T G aERvrous — s— s � — E-mail: SSER.COM } m o s �'tl I I E Is ' ¢ I INF WGRO O M �� _.......< EXISTING TO BE,. ---J L-- O@P O REMOVED Z 5 -�i" \\, a'PARKING < (n CONSULTANTS EXISTING TO 2 STORY - O / . / i" //' \ s- _ — s — — O — s O STRUCTURE TO REMAIN Z SIGN / / / //i / • PROPOSED RESTAURANT �� cb ``� O , / / �RFJ�s s s O s FF:27.5 X ' Y / R as D' ot�i/ i ' / / / FUTURE1-STORY I----- e = I I tr-2" x 75 / / // /' EVENTSPACE r, � O s s ROPOSE a /" --- w s—s—s— // / /' FF.EL.32.0' ! ----- RONTYAR ETBACK EXISTING STRUCTURE z6'3 x 50' o / / / ;'// / '/-' / R7-8(SEE SIGN 2r-0' TYP. s o^ i♦ - z W W 0 SCHEDULE /slate� �/ �� / ,' � j' /�•' ,' THIS SHEET g �o i t t � QZ QZ a 4 ) p► p / WALKWAY o 3 J J C x 0 / /// O ROPOSED PERVI US o ' 4 / , , / .ul:10❑ilJJ / iJGU❑❑❑❑❑1]❑L!❑C❑C:❑❑❑L}Cl'_1❑❑ R7-1(SEE SIGN a❑❑uec,fir TRUCK fat RESTAURANT PA KING �-� ? Z Z SIGN 25 s / / / / / / LAWN I SCULPTURE SCHEDULE BERTH AREA REMOVED (GRASS PAVERS) O O z s y - $RA S _410t rA LOADING of EXISTING TO BE 3 75' 50' X s/21'-1^ I ROPOSED6.SHIGH / / / GARDEN THIS SHEET) OT s D SET m WOODEN STOCKADE FENCE PROPOSED PERVIOU 2 0 `6 RE(YD E CO 0 U " 11 FRONT c o W/ACOUSTIC BARRIER / / ❑ HOTEL PARKING ' b SETBACK u WW Q P OSED REPR �20' o /% / n (GRASS PAVERS) i5 0, > uj GRADE EL.30.5' 0 / ___ /� ❑ R5-1(SEE SIGN N 4 24'-0 -L i/ / r ❑ SCHEDULE b AND PAR INGED DRIVEWAYv a^ w z HOT COTTAGE 1 5 \71 ///' THIS SHEET) , ,x 0 S s s CHESS BOARD „ U LL 25 PARKING TUB p /� AREA _ A• Z0'-0" - zi POOL CABANAS / c LL LL7 — o--a—n REO�PAD v Q BW 2725 BW 2725 / DECCRATIVE cc SHED N04°45'28"W --a - a 17 — — - - x POND 8.00' T %. sESB b ( R1-1 (SEE SIGN � cb t] COTTAGE2 `a PROPOSED 2 2 HOT PROPOSED2.5'H /' , z R3-1 SEE SIGN SCHEDULE pERNtOUS �.TUe MOWd SCHEDULE PROPOSED6.5'HIGH THIS SHEET W s RETAINING WALL GRADE EL.27.5' + {7 / ,/ / WOODEN ) O�RFlO EL:p - E4.3 ppRKtNG HOT / 16'-0' THIS SHEET) STOCKADE FENCE °b w / _ /� R1-5(SEE SIGN _z co I M TUB / / PROPOSED SCHEDULE r Z. PERVIOUS THIS SHEET LL ' a _ _-- _ _ o OVERFLOW ) ❑ > a R7-8&R7-8b SEE SIGN Q a I COTTAGE 3 S 1�It5�E �d ' } } ( F N A' 9 co HOT POOLAREA /,// / p 223'-1" ¢ PARKING SCHEDULE SI 24 co S s TUB ,/ ji PROPOSED FRONT ❑ NYR3-14(SEE SIGN THIS SHEET) 0 cr I Q PLA CO RTS j / /� YARD SETBACK ❑ o o SCHEDULE 4 / �� o � THIS SHEET 0 > }�( --GRADE7. C TRUCK R6-5P 11 W ) W TyP. Uz'° �T LOADING (SEE SIGN a o mcb VTUB BERTH AREA SCHEDULE c 0 cc COTTA3E4 BW:27.20 BW:27.25 LIGHTED THIS SHEET) e aDO IG w HOT ❑ co LAND NOW OR FORMERLY OF o PROPOSED zTb N TUB TW:30.5 RAMP— TW:30.5 RAMP 0 ENCLAVES SIGN r, z z rn as w �._.. - M _._- ._..w. ._w _._. - Q LIRR N PARKING O ! PLANS)ARCHITECTURAL r 2 EUGEN TOMASIC&MIRELLA TOMASIC PROPERTY AREA 11 WALKWAY r ❑❑❑❑n ..❑ar❑❑oo .:u:?u❑❑ouu e� HA� L( rnceaea nnuaauannoeo G'-0 S.C.T.M. NO. 1000-63-03-14 LOCUST LANE _u❑❑❑❑. :aour c❑ .a❑❑an�ao❑r ane❑e❑❑nc❑o�❑a�naoce:c 4 � LINE Z tz 153 10• SEDRFARYARD � 2' 21 I -1 - R4-7A(SEE SIGN R6-5P(SEE SIGN 0 SCHEDULE SCHEDULE r PROP THIS SHEET THIS SHEET)) d PROPOSED L .a Q i g' I fv PERVIOUS " TYP. d ARBAGE g'_0• g - - -- -__ Y. OVERFLOW w r = _ _-_l� b PARKING cb d AREA•.'` �-y � � ^'�� SIGN � PROPOSED PARKING AREA r Y I` LAND NOW OR FORMERLY OF M g E m p NEW PROPOSED IVEWAY TYP. !I ----i W b JANET L. RYAN < 0 4 T r, S.C.T.M. NO. 1000-63-03-13 P m io ----- o a �'-0" W 00 CO --°--9— —a---��—� CO a (n —� --Q--fl---O— O O O---0--� 0--�•--0-- 0—�-6-�.-- ---O—C O—O—C----O---0—`"�- —G-----0-6-0-0---�--6---0- -0--�r— N05°30'50"W 616.57' PROPOSED 8.5'HIGH WOODEN TRUCK - o N STOCKADE FENCE LOADING N LAND NOW OR FORMERLY OF R7-8(SEE SIGN R7-1&R7-8b R4-8A SEE SIGN \-R4-7A SEE SIGN CHARLES W.WITZKE SCHEDULE BERTH AREA (SEE SIGN R4-8A(SEE SIGN SCHEDULE SCHEDULE 7 S.C.T.M. NO. 1000-63-03-28.1 THIS SHEET) SCHEDULE SCHEDULE THIS SHEET) THIS SHEET) LAND NOW OR FORMERLY OF 6 PROPOSED 5 ADDRESSED FEIS COMMENTS 05/11/2021 (TYP.FOR 4) THIS SHEET) THIS SHEET) PERVIOUS PILLES REALTY HOLDING LLC 4 REVISED PER CLIENT'S REQUEST 02/18/2021 R7-8b SEE SIGN (TYP.FOR 2) OVERFLOW S.C.T.M. NO. 1000-63-03-12 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 PROPOSED SITE PLAN PARKING 2 ADDRESSED DEIS COMMENTS 07/17/2019 N05°30'50"W SCHEDULE THIS SHEET) 51.34' 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 SCALE: 1" = 40' Number Revision Description Revision Date 0 40 80 Designed By Date Submitted TIC 01/20/17 Drawn By Date Created SCALE: 1" = 40' TQLT 08/23/16 Approved By Scale BG AS SHOWN Client: THE ENCLAVES 1 655 ROUTE 25 T OL NY SO Existing �.�._ .,._ �w... .w .•,.�,. .4:..�..�:.��_.,.� . W__..._..r_�_... - ,.��v....,__w_ . U D g Proposed Notes Project: RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED Political and Property Boundaries - - 74 SEATS 13 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) OR SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN SIZE OF SIGN SITE PLAN 1 PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) SYMBOL CONVENTIONAL SIGN SIGNS OR MUTCD 2009 ED. PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE DESIGNATION PLAQUES SECTION N0. DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL ROAD ROAD HANDICAPPED ACCESSIBLE PARKING TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL WITH VAN-ACCESSIBLE PARKING R7-1 P ACNE NO PARKING - „�E 12"x18" R51 M DO NOT ENTER - 30"x30" HOTEL PARKING SPACES REQUIRED SPACES PROVIDED Project Address: 1/UNIT-44 UNITS 44 SPACES(2 ADA) 96 SPACES(4 ADA INC.) eseid 56655 ROUTE 25 PARKING OR � 96"MIN 96"MINI-- R7-8 ® ADA PARKING - 12"x18" SOUTHOLD 1/EMPLOYYEE(12)+11UNIT(44) 56 SPACES(2 ADA,INC.) 96 SPACES(4 ADA) -�96"MIN NYR3-14 ALL TRAFFIC - 24"00" PROVIDING 26 GRASS PAVED OVER FLOW PARKING ON SITE v�l H SUFFOLK COUNTY, NEW YORK R7-8b ACCESSIBLE VAN ACCESSIBLE 18"x9" TOTAL HOTEL PARKING PROVIDED:96 PAVED SPACES(4 ADA INC.),26 GRASS OVERFLOW SPACES:122 TOTAL County Tax Map Number. Contract Number. ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING R6-5P F"i ROUND ABOUT - 30"x30" 1000-63-3-15WITH VAN-ACCESSIBLE PARKING PAINTEDRegulatory Reference Number: TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES DIRECTIONAL - - - ARROW Title of Drawing: TOTAL SITE PROVIDED:38 RESTAURANT+122 HOTEL=160 TOTAL PARKING SPACES COLOR-WHITE ENTER *PROVIDED OVERFLOW:40 HOTEL PAVED+26 GRASS PAVED=66 OVERFLOW 132"MIN 60"MIN. 96"MIN. EO ONLY ENTER ONLY 18"x18" W' d VAN R1-1 STOP STOP 26.05 30"x30" KEEP PROPOSED SITE N.U PAIN R4 7A KEEP RIGHT - 24 00 RIGHT TRAFFIC CONTROL R3-1 fir•'' NO RIGHT TURN - 24"x24" N OSTANDARD PARKING SPACES � �J KEEP AND PARKING PLAN C ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING R4-8A L♦— KEEP RIGHT - 24"X30" TOTAL PARKING MINIMUM NUMBER 9 IN LOT OF ACCESSIBLE SPACES 1 TO 25 1 Drawing Number: c 26 TO 50 2 51 TO 75 3 76 TO 100 4 11 GRASS PAVED PARKING SPACES o 101 TO 150 5 151 TO 200 6 ( r f a '� � > ® W 1 i 77 E C7 .W Sheet of o HOTEL RESTAURANT DEC 2 2 2021 Ho 96 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED \_____ - __ ______ 3 16 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS to l PWGC Project Number. Plennirig Board w,�; 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL Unauthorized. . ..ion or addition tu to this drawing and related documents "G 16 01 w Is a violation of Section 7209 u o of the New York State Education Law o J a a ° 9 �' a" a""` // //// i/ / i ;/// a - ✓ / / ,r:ennnon.in. nnnn;anannonnncr.:nnnnn�n�G 4 LAWN/SCULPTURE c ROPOSED 6.5'HIGH GARDEN ` e , WOODEN STOCKADE FENCE j' / PROPOSED PERVIOU W/ACOUSTIC BARRIER 2 6� � / - " c HOTEL PARKING Strategic Environmental and Engineering Solutions / i (GRASS PAVERS) r: GRADE EL.30.5 DROPOSEfY HOT COTTAGE 1 DARKING TUB S CHESS BOARD - �� OUTSIDE SWEPT PATH 9 9 630 Johnson Avenue. . Suite 7 4REAJ / c PATH OF FRONT WHEEL POOL CABANAS �"-'" / c e S > TW:30.5 TW:30.5 -- i / r+ SHI 90 NY 11716-2618 BW:27.25 BW:27.25 / / DECORATIVE c Phone: (631) 589 6353 • Fax: (631)589-8705 HOT INSIDE SWEPT PATH E-mail: INFO@PWGROSSER.COM HOT COTTAGE2 a / PROPOSED 2.5'H s s i RETAINING WALL � CONSULTANTS y r M GRADE EL.27.5' +EL: 7.Z5 F .0' a HOT -._. TUB z co o I `HOT COTTAGE 3 POOL AREA n W s TUB / ! ` o 0 30.00 a� a I n YHOT PLA CO RTS i ,/i i/� i u w w 0pVL GRADE EL.27.5' o 0 0 2 Z TUB cc 4.Oft 38.0ft 2�0 ..........5 co HOT COTTAGE 4 - s' t r: � _ gW:27.20 BW:27.25 r: Z Z � STEERING LOCK ANGLE 31 8 y TUB TW:30.5 RAMP- TW:30.5 RAMP = g •mow- --- r - u 2 ACHIEVED STEERING ANGLE. O rJ WALKWAY _cnunun�n�nunuccucaounu�_ilcuy �inuceccuaununonnunnenn 0,-0. 4.00 20.00 20.Oft 30dg.SWEEP ANGLE:19.1d--__-_ nnnnnnniln Jn Un1`LnC.Unn❑n U:1 ilLU[ .l Utl UtiULnJ[tUn J:lJntlnnL:Cn Q deg. 60 deg.SWEEP ANGLE:26.5 deg. SU-9M 90 deg.SWEEP ANGLE:29.6 deg. t� v L� b, t� feet v - ' 1 150 deg.SWEEP ANGLE:31.4 deg.. !� o Width 8.00 6.0 It 180 deg.SWEEP ANGLE:31.6 rig. Track : 8.00 _ Lock to Lock Time :i 6.0 I i < i o Steering Angle 31.8 8.0 ft PROPOSED PARKING AREACDILQ 1 �s p l c�1 i NEW PROPOSED DRIVEWAY De rich i _--- �rommit lus I I------- C. SU-9M 00 I 22 - '-0" AASHTOM 2011 (US) t k: 00 (c)2019 Tmnsoft SdWons,lnc.All rights reserved. --a--a--o -a--a -n o--o---o-o-o-a---n---o---o-a--a--o---o--a-a--n---o---o-c---o--o--o--a-�--n-a-a--n----o----o--o--a--o-a--0---a--c----o---a- o n o--a--c-moo- o o--o----o- -a-o--a--n--a ""� N05030'50"W 616. - -' 0 PROPOSED 6.5'HIGH e WOODEN STOCKADEFENCE LAND NOW OR FORMERLY OF CHARLES W.WITZKE S.C.T.M. NO.1000-63-03-28.1 PROPOSED PERVIOUS PROPOSED TRAFFIC CIRCULATION PLAN PARKING OVERFLO PROPOSED BOX TRUCK DETAI LS BOX TRUCK SCALE: 1" = 20' SCALE: 1" = 40' 0 20 40 0 40 80 SCALE: 1" = 20' SCALE: 1" = 40' � �/', //, ,' /•�,;,/./ i, / , /'� Boa nnnnr.nn u.,onnnr.r.:r.r.:nr.,anaaonnnnnr.:cr. LAWN/SCULPTURE n ROPOSED 6.V HIGH GARDEN } WOODEN STOCKADE FENCE , -' PROPOSED PERVIOUS 2 7 Wit ACOUSTIC BARRIER / '% /; n" HOTEL PARKING = • 6 (GRASS PAVERS) ^� 5 GRADE EL.30.5' / ,' i" �� i 60 3 1ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 n010, \ a 2 ADDRESSED DEIS COMMENTS 07/17/2019 I �ROPOSE6" HOT COTTAGE I CHESS BOARD / 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 �ARKIAREA s e TUB (Fz�i Mzz IE /` Number RevisionDesc pton Revision Date POOL CABANAS rz a {^ TW:30.5 -- TW:30.5 - SHI Y �f �� BW:27.25 BW:27.25 / - j// DEC POND OUTSIDE SWEPT PATH Designed By Date Submitted rl PATH OF FRONT WHEEL .�I� TC 01/20/17 J L /% 2 90• Drawn By Date Created HOT COTTAGE 2 PROPOSED 2.5'H �/% ' / TC\LT 08/23/16 TUB %. INSIDE SWEPT PATH Approved By Scale _ fff BG AS SHOWN s s-,w•_..� RE I GRADE EL.27.5' +EC� 7.25 � 3'0' �' HOT i / Client: TUBM THE ENCLAVES Y / O COTTAGE 3a a 56655 ROUTE 25 POOL AREA Q Q al HOT ' a / z z 24.50 3 w � i � . a 9 w TUB / o 0 29 SOUTHOLD, NY PLA CO RTS a l ,,.. rwi: uu'i o Project: w y GRADE EL.27.5' HOT - a` a p 4.0 ft 30.0 ft �20• ZI __ 1 TUB ?; a a 0 0 a: I ZD 4.00 15.50 COTTAGE 4 BW:27.20 BW:27.25 °; z 4 cn STEERING LOCK ANGLE=31.1 deg. HOT TW: RAMP- TW: RAMP Stretch Limousine 15.5 It ACHIEVED STEERING ANGLE: TUB 2 O �0'-0" feet 30 deg.SWEEP ANGLE:19.0 deg. SITE PLAN a:�anuccccryonen-rn lnnnnnc:nnnn. q� nnoonononuec cLnu�a�noc Width : 6.00 60 deg.SWEEP ANGLE.26.2 deg. • WALKWAY �+�n nn c:nr.:c nn nna nu nn nnnr.ec.non .f3A1f�H;`yyglt�tl�"nn nnnnnnn ocn re nor:nn n;ae N Track : 6.00 - 90 deg.SWEEP ANGLE:29.1 deg. _16.0 ft 120 deg.SWEEP ANGLE:30.3 ddeg.(, 21 - Lock to Lock Time 31. 5.0 ft 150 deg.SWEEP ANGLE:30.8 deg. Steering Angle 31.1 I � 180 deg.SWEEP ANGLE:31.0 rig. Project Address: t-- ----____ _7 t o 'so. 56655 ROUTE 25 PROPOSED PARKING AREA CD SOUTHOLD 1 0" Stretch �i NEW PROPOSED DRIVEWAY ARCHITECTURALe SUFFOLK COUNTY, NEW YORK ----------- 31 4 1 County Tax Map Number. Contract Number. i O (c)2019 Trensaft Sotutlorts,rnc.All rights reserved. 1000-63-3-15 _---I 60 Regulatory Reference Number. 22'-0" ^ o - 1 °o • Title of Drawing: C --a---n --n-a---c-o--�--a---o--�---o-n-o--n�.---o--a o o-o-a---a-a--o-�:--ti----n--a--a---n--a---0--o a o--o---o-a-o-o 0 0---0--a-o--�. 0 0 o--a o o-�n-o-a--a--o- -0---o--a j N05°30'50'W 616.57' i PROPOSED SITE PROPOSED 6.5'HIGH WOODEN STOCKADE FENCE LAND NOW OR FORMERLY OF a CHARLES W.WITZKE CIRCULATION S.C.T.M. NO. 1000-63-03-28.1 PROPOSED RVIOUS PROPOSED TRAFFIC CIRCULATION PLAT PRKINGW PROPOSED STRETCH LIMOUSINE PLAN AND DETAILS W STRETCH LIMOUSINE DETAILS N SCALE: 1" = 40' SCALE: 1" = 20' Drawing Number. 0 U 0 40 80 0 20 40 W 0 SCALE: 1 - 40' _ UI R SCALE: 1" - 20' 40 w ... .. f U L C 2 2 2021 Sheet of 4 4 16 �--- --_----- --------- 2 'C' rin't" TrJ""dal PWGC Project Number. Planninn I'.e�rd w w L_.........__ Unauthorized alteration or addition z to this drawing and related documents "G 1601 z Is a violation of Section 7209 0 of the New York State Education Law o a W z CV ° a _ TOWN HARBOR w � � -- LANE 18, 0 0 C> W_ o LAND NOW OR FORMERLY OF - VALERIE M.SCOPAZ ' LAND NOW OR FORMERLY OF ^� PROPOSED PERVIOUS LAND NOW OR FORMERLY OF REMOVE N S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING ROPOSED6.5' .� ANTHONY FORGIONE Z >- 1- WOOD POSTS (GRASS PAVERS) HIGH STOCKADE VINCENT DOLOMITE&ILEANA DOLOMITE EXISTING 0 Z V WITH NETTING PROPOSED6.5HIGH LINE OF EXISTING EXI STING i STORY FRAME FENCE S.C.T.M. N0. 1000-63-03-17.3 PROPOSED6.5'HIGH FENCE _❑-, $ _ � I STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND " OODEN STOCKADE FENCE REMOVE S.C.T.M. N0. 1000-63-03-17.4 ROPOSED 6.5' c INCORPORATED INTO MAIN Strategic Environmental and Engineering Solutions W/ACOUSTIC BARRIER EXISTING HIGH STOCKADE m, Z n t RELOCATE EXISTING 1 REMOVED REMOVE FENCE v ' n STRUCTURE a EXISTING FENCE Y j Q STORY FRAME FENCE o c. " S07" GARAGE TO REMAIN 310.00' 4 622.78' ; S07°38'10"E n _.U_ — - SIGN _r, 1 N G ok g 6 6--- 8—_ I�I��f♦��A� ' WELL _. . 4 I - ,._,•_,._�...,. � EXISTING L W °` r% _ s— s s s ROPOSED I TO BE s 6—__._ S S s__ s NEW PROPOSED ' p s s— s s s 6 s - s s-- s s � PERVIOUS � pRI��;;� RELOCATED AS `�= � 630 Johnson Avenue. Suite 7 S-- - s—s s s s OVERFL0 �'� IRRIGATION WELL I 04 • O 4 PROP nu s _ 6 s__ a---- s s s— \ PARKIN >> I I I 0 W Bohemia . NY. 11716-26 8 ��' Ovous / s`� , ._. _' ✓... ( ) 353 . Fax: (631)589-8705 Phone: 631 589-6 vxY�h r k y, EXISTING TO BE ��-__J L_-- M _ I FO@PWGROSSER.COM o f i k ;� PARKING / i i ' i % s\ Z E-mail: N �\ y, EXISTING TO 2 STORY z cb S^< / O ,',Y^k X ", / i j / / / / s — - -_ _ s — __ O s_ O STRUCTURE TO REMAIN Z SIGN CONSULTANTS '� / / / / / • ARB GE PROPOSED RESTAURANT I cb s— O s FF:27.5 r- z // s -AREAs =s -_- ` Y i / / /; i i, i FUTURE 1-STORY s HO EL EVENT SPACE --�------- ----- sy a s—s—s— i / i i�FE✓32f1� /%// // / / /i / / ' FF.EL 320' � I I � PROPOSED ADDITION TO v � X C0 � / ,i/� / / / / 2r-0 ^ EXISTING STRUCTURE W W J �/ i/ / i%,. ;/ /, ,/ ♦Is ate` o z z gO P. 61 O WALKWAY o $ J J A ROPOSED PERVIOUS o Z � y 25 r;r A - / '/,// / r RESTAURANT PARKING a SIGN s ^•r ' • / / i nu�u'a❑a❑i ❑annnna❑r❑cn❑❑❑❑anannn❑ VEfl' 11 gocr.cc❑❑❑n SlateLJ EXISTING TO BE (GRASS PAVERS) In y / LAWN SCULPTURE n REMOVED O O K 75' 50' x s/s � k< I ROPOSED6.5'HIGH %//,/ / GARDEN r. m m m a / �- s r'r,. S WOODEN STOCKADE FENCE /%;/, ti v kX PROPOSED PERVIOU 2 O c co (n K W/ACOUSTIC BARRIER it $ W Q HOTEL PARKING (GRASS PAVERS) W lu / ❑ v�X, *A,t GRADE EL.30.5' \\ U, ..,..._. . X > , NEW PROPOSED DRIVEWAY w 0 `� PROPOSE I HOT COTTAGE 1 } __ _ -__ % / ;' / n r ___.t.� AND PARKING �: w Z 00 a 25 / PARKING TUB CHESSBOARD /� ❑. AREA s i �' / ❑. ti t POOL CABANAS // �/ ❑ --fl—a -0- a--a _ T �k a TW:30.5 TW:30.5_ _ / // ❑ --a—a -o a- a—a — - — _ w rs yY BW:27.25 BW:27.25 ,/ / DECORATIVE SHED N04-45'20"W 1 3 Ml�lPOND } 178.00' cb COTTAGE 2 $ Y F ER nOUs Y T 6 TUB PROPOSED 2.5'H t� PROPOSED 6.5'HIGH RETAINING WALL GRADE EL.27.5' +EL: n WOODEN OVERFLG s, K Tv"� n �25 m STOCKADE FENCE cb w RKIN Y; <I HOT z PA .h X rY r X I __-- TUB I / PROPOSED V 6 o PERVIOUS v 3 clio OVERFLOW ? ,t v. ,<�T4 a - / / ❑r > > PARKING I COTTAGE ) � /HOTi ¢ TUB {� POOL AREA i /j/ ., n r 0 SI , r / / / �/ nr 0 1 a j,<,,c 'C,� X�,x? y v^"< a I .^^^'^• PLA 17- i/' i /// o 0 w Z a r. 1 FADE EL.27.5' k>n a> > k y HOT / / o 0 0 0 4 cb J .kN" Xx Z _ TUB '- ❑[ ao a ? m HOT COTTAGE w co LAND NOW OR FORMERLY OF k' 3 BW:27.20 BW:2725 ❑r 3 PROPOSED V TUB TW:30.5 RAMP— TW:30.5 RAMP Z Z 2 EUGEN TOMASIC&MIRELLA TOMASIC LIRR d PARKING yn r O s nc wr ' N = AREA e WALKWAY S.C.T.M. NO. 1000 6 LOCUST LANE PROPERTY �'` 11 vn " naannnn connnoa nnnnnn� /yA� � : na��nnn nnncnnnnnnnr ° I 3-03 14 LINE Z yXr,X 12 Y 4 k S�6r 4^ PROPOSED x yX I j PERVIOUS n c r� OVERFLOW RBEAAGE ; ---W --- v PARKING cb X �� i SIGN �p 20 �I PROPOSED PARKING AREA I o NEW PROPOSED DRIVEWAY LAND NOW OR FORMERLY OF JANET L.RYAN , S.C.T.M. NO. 1000-63-03-13 k` rJ0 22'-0" Qa ---a---a--n a---0----o�--o- 1 N05°30'50"W 616.57' •� -�-� PROPOSED 6.5'HIGH WOODEN L N STOCKADE FENCE LAND NOW OR FORMERLY OF � � CHARLES W.WITZKE S.C.T.M. NO. 1000-63-03-28.1 LAND NOW OR FORMERLY OF 7 PROPOSED SITE PLAN PROPOSED PILLES REALTY HOLDING LLC 6 PERVIOUS a—c-----a—a o--� OVERFLOW S.C.T.M. NO. 1000-63-03-12 5 ADDRESSED FEIS COMMENTS 05/11/2021 SCALE: 1" = 40' PARKING 4 REVISED PER CLIENT'S REQUEST 02/18/2021 N05'30'50"W 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 4 0 40 80 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SCALE: 1" = 40' Designed By Date Submitted TC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale �Ogt 9twif fto;w "pillAS SHOWN HE ENCLAVES .�: ��._w.___� - .._u..__.,.-. ._.�_-,.�:.;.. 56655 ROUTE 25 Existing Proposed Notes SOUTHOLD, NY RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED Political and Property Boundaries Project: 74 SEATS/3 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) — ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING OR TOTAL PARKING MINIMUM NUMBER 1 PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) IN LOT OF ACCESSIBLE SPACES PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE HANDICAPPED ACCESSIBLE PARKING 1 TO 25 1 SITE PLAN TOTAL RESTAURANT PROVIDED:29 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:40 TOTAL WITH VAN-ACCESSIBLE PARKING 26 TO 50 2 NO ADDITIONAL EVENT PARKING AT RESTAURANT j, 51 TO 75 3 (�• 76 TO 100 4 HOTEL PARKING SPACES REQUIRED SPACES PROVIDED 101 TO 150 5 1/UNIT-44 UNITS 44 SPACES(2 ADA) 34 SPACES(4 ADA INC.) —� 96'MIN�96'MINI 151 TO 200 6 Pro)eot Address: 56655 ROUTE 25 OR 201 TO 300 7 1/EMPL0YYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 38 SPACES(4 ADA) SOUTHOLD HOTEL RESTAURANT PROVIDING 22 GRASS PAVED OVER FLOW PARKING ON SITE 22 GRASS PAVED OVERFLOW ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING 96 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED S U FFOLK COUNTY, NEW YORK PROVIDING 80 VALET PARKING SPACES 80 VALET PARKING WITH VAN-ACCESSIBLE PARKING 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS County Tax Map Number. Contract Number: (� 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL 1000-63-3-15 TOTAL HOTEL PARKING PROVIDED:38 PAVED SPACES(4 ADA INC.), �" �" Regulatory Reference Number. 22 GRASS OVERFLOW SPACES, 13 VAN IN 60"MIN. 96"MIN. Title of Drawing: 80 VALET SPACES:140 TOTAL HOTEL EVENT PARKING REQUIRED:250 ROOM GUESTS ALTERNATIVE 10 HOTEL ROOMS x 2 GUESTS PER ROOM=20 15%OF EVENT GUESTS DROPPED BY FOR HIRE VEHICLES=37 GUESTS `—' TOTAL NUMBER OF GUESTS NEEDING PARKING=193 GUESTS O 20' STANDARD PARKING SPACES o 193 GUESTS 13 GUESTS PER VEHICLE=64.33 0 65 PARKING STALLS PROPOSED VALET 10 EVENT STAFF AT 1 VEHICLE PER STAFF=10 EVENT STAFF PARKING STALLS Il N PARKING PLAN TOTAL EVENT PARKING REQUIRED=75 STALLS 9'MIN. EVENT PARKING A TOTAL HOTEL PARKING 140 PARKING STALLS ^ 18' VALET PARKING SPACES Drawing Number. o U_ SET PARKING(NON-EVENT)=38 PARKING STALLS(INCLUSIVE OF 4 ADA PARKING STALLS) =12 PARKING STALLS �' HOTEL EMPLOYEE PARKING EVENT PARKING=75 PARKING STALLS 8'MIN. -- r� p2f0 ADDITIONAL PARKING =15 PARKING STALLS 11 GRASS PAVED PARKING SPACES sheet of DEC Ai 2021 5 16 PWGC Project Number. ;7CILli 10lc_: i Ut'�';l rii iu _no.. _._......,_._..e.._... ._.........__� n •' tL R�ul?C11,Ty" (�':,�'}"� Unauthorized alteratlonoradditlon "GI � � to this drawingand related documents G 1601 w Is a violation of Section 7209 o of the New York State Education Law o 3 0 a a W Q (V a- M _ _ _ _ TOWN HARBOR I w n LU I - - LANE ' O U > o W 0 o z LAND NOW OR FORMERLY OF _ LAND NOW OR FORMERLY OF ' N VALERIE M.SCOPAZW � PROPOSED PERVIOUS ANTHONY FORGIONE LAND NOW OR FORMERLY OF REMOVE O ^' S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING ROPOSED6.5' , VINCENT DOLOMITE&ILEANA DOLOMITE EXISTING Z Z F- WOOD NETTING POSTS (GRASS PAVERS) HIGH STOCKADE Z V WITH NETTING FONCE S.C.T.M. N0. 1000-63-03-17.3 PROPOSED 6.5'HIGH FENCE Z 0 u �n__.. PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME RIM2se OODEN STOCKADE FENCE REMOVE S.C.T.M. N0. 1000-63-03-17.4 ROPOSED 65' t88 g = STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND W/ACOUSTIC BARRIER EXISTING HIGH STOCKADE ~ ° REMOVED INCORPORATED INTO MAIN g REMOVE FENCE FENCE Z4 \ RELOCATEEXISTINGI STRUCTURE uBP10 d EXISTING 27_ Y ' Strategic Environmental and Engineering Solutions FENCE --a t nrw s r STORY FRAME RIM2 0 �, 32 26 28 m \ i �cmre ' 310.00' DEPTM P9 - 622.76' s 28\ T ;1 $07°44'4O"� GARAGE TO REMAIN zEPFEcm> 31 30 S07°38'10"E , - " SIGN p W ._a_:.., a rs °"'- >-' yp�r3 t:1' t.•n,Ma S 3= .., WILL Wit I yy p stork„?-;€r,,t _-- s {`O _ • s drt,r:n^� 55 _- s--- s < s PROPOSED I EXIST ` Q€ _c;v^R'-•,<,=ianc. C a.,.> p¢ --- z o s s s s s-- s s s NEW PROPOSED _ w s- s y O w DRVEWAY RELOCATED AS ... 1 -` - s 6._ \ PERVIOUS FLO 31M1 °��' 1 Q LO a o�29 - s- s----- s s s ITT CO p°`� I \s PARKING 11 \ IRRIGATIbNWELL 26 I N 630 Johnson Avenue. . Suite 7 O \ oPROP s RIM es O - s O1 o RDHAd mL 2e.o \ \ W Q 7EFFECiNE -f-ff s D(A tr EFFEC DEPTH �' PERVIOUS I 30 • ° r m 1RIM 28b2 EFFECTIVE td M s s ` V,� `` ' 1 I I IL Bohemia . NY. 11716-2618 1 ROHA3 tzEFFEcrnEDEPn O \ \ o _ -- - RIM al 7EFFECTIVEDEPIH \ � - EXISTING TO BE, --- -� - ) Phone: (631) 589-6353 Fax: 631 589-8705 ARKING 5 ,// tzEFFECTrvEDEP,H - \'s s y '� ., L \ Z ' ( ) -( \ LCB Pd \ /� �\ REMOVED - X E-mail: INFO@PWGROSSER.COM \ / ''/^, 1ZEFFEC DEPTH / / / / / % / /,'' S � v) Cb EXISTING TO 2 STORY 2 s- STRUCTURE TO REMAIN Z SIGN O / . 29 / 6.5 ' ARB GE PROPOSED RESTAURANT I cb CONSULTANTS } - - s O s FF:27.5 aPna s- -- s �REAs-- s s-- - , \ 75� z \ /i / i /, / / - FUTURE 1STORY w 27 26 I--------- \ RIM2srs 17'_2• Y •' P P S H EL /' / / W V' I "EFFECihE 3 X \ '/ / / / / / _ >S ,, DEPTH ROPOS _ ° � EVENT SPACE � �N I o s=___ .EL.32. \ /% /' /j /i- 2.e� / •' / /' / /' // / FF. 0' o � � / RONTYAR OPOSEDAD _ 5Or \ / /'' % % /,'' / /i apEXISTINGSTRU - J p i / / i / /' i /,,' / 29_ TYP. s'0" i♦ 26 _r W W O i /- ' / j"//i / a 18' Q L /slate - Q G� T 4 / ' // // �, / WALKWAY J �� r X s O /-' / , / ' % / 3 3�� 9 gOPOSE PERM US o 0 0 SIGN I 25 �' . .:. ... ( ss s """""""'" /// / /' i / / / ' // .'' i ' 3 3- 3 3- nn. In�nnnr;; naaZnIIL;ncr.:nnnnno;a�pnn� D,p latr I2ESTrV NE S)FKING Z Z K s s \ /� / / LAWN SCULPTURE a- a ° - a GRA15MVE13 IKWAY RMzss REMOVED TO G P; Yf z 75 r s/ 1" ROPOSED 8.5'�H SWIM�OIING POOL / ' Rp GARDEN DLP sT n; i 3__ 3 O O 50 s 21 POSED 6.5 Gi E F CE RIM xe a r s E FEc rvE DEvn M Of RIM ea W U R DSE1 IC BARRIER zEFFEc DEvrx DRAINAG� 27 aaRat / ' �p zEFFECTNEDEPH �_' PROPOSEDPERVIOU 2 RYELIVE 11 0 6 REO'D p RFA Y � \ / / \ O FRONT Y c P OSE `_� \ \ IZIFIIE RIM-N6 // \M (GRASS AVERS SETBACK F W tz EFFrcTrvE DFsnt % ,/ Fp 01 (GRASS PAVERS) 161 W m DLPRr.c GRADE EL.30:\ /' `�' -- ❑ ...._.- \ Q, .•. 'l ,,,,. 1Z EFFECTIVE DEPTH ! DLPRR2 , j \ o RIMr�9 (; NEWPROPOt TDRPfflWAY u5 2. LcsP e 1T EFFECTNEDEPTH (l• 1ZEFFECT.CEPTH RIM 250 W U 24'-0" HOT COTTAGEI d / ,/ ' / Fp o n- L AND PARKING zEFFEC VEDEPn z J zp a \25 AREANG s u�,TUB \ \O \ \CHESSBOARD `Fp LL u_ v v M LL RD ROHA6 � � FL RDRAI �, % �- FF1'' F p�� p F r+ �_ 20A zeF�FEc EDEPH TW:30.5 POOL CABANAS�'w•30.5 _ GRATEELEV: ' "r FP �_ M M o ~ 25 } -.,,+✓.. '/' / CSC a--^ _ M M W REQ ARp \ 17 I BW:27.25 -- - BW:27�5_ -- /' DECxORATNE a SHED NO4_4�'2O"� DRAIN cEP-t cb , S - 3 COTTAGE 2 RD GRATE EL 27.2 \ \ 6.5 2 RN as OSED 2 2 `HOT PROPOSED 2.5'H \ % \ il a pR P S TUB PROPOSED 6.5'HIGH TAINING WALL CC. p RF�GW �` GRADE EL.27.5' +EL. �25 \ F A' /' ° i6'-0' RIM25ACNEDE H cb rn � Ra125b WOODEN ppRktN a I \ HOT j i 1 , \-0• - T STOCKADE FENCE Z p \ TUB / PROPOSED n" y -- i / p ;q Q PERVIOUS LL = 3 Z4 1 ¢I RON A-? _-- _ _ a PoroowuH ❑ OVERFLOW J �� l / 23' • 1z EFFECTNEDEPTH .n a �'0 o HOT COTTAGE3 { nl a KIUIz {[� / / ' RAN20 o ni a > o PARKING aTUB DEPTH1zEFFECTNEDEPTH POOL AREA '/' / n SIG N 24'-0 o s �s \ / % ROPO D FRONT O I �P. w W RD m ) PLA CO RTS YARDS SACK Q o o a w o, °� GRADEEL.27.5' / / ' .1. w cb .f.{p. Z W �Ilr , 1TEFFEc,rvE' IKO.OR DRAIN HOT \ a. pa r J ' = RD '�"TEELEV:27.2 TUB \FLOOR DRAIN _ r- RICH DLP Ise �E W p O G 1 I COTTAGE4 ) Q \ RATE V:27.2 [_ RIM N" -� a HOT BW 7.20 BW:27.25 TEFFEC NE DEPTH R�FEEC. a W W T ey �,�, DEP H Z E7 LAND NOW OR FORMERLY OF o PROPOSED 2 TUB TW:3 .5 RAMP- TW:30.5 RAMP Q f. RIM 2ss EUGEN TOMASIC&MIRELLA TOMASIC d- S ,Yy,w 1ZUFECMLDEPTH 28\ 2 1ZEFFECTrvE DEPTH LIRR N PARKING O ..._, _.. _ _, ..� N S.C.T.M. NO. 1000-63-03-14 LOCUST LANE PROPERTY AREA 11 WALKWAY _Tnoo.. uuurl our_:,ocano�❑ un c.cr rn uouonn........ur.o eTooc O �� A� Q' cc :o n...... nr.r.:cennocc .Tono:I noacecoQ-rn��n:2nnnn rcc 4 -e LINE Z 12 LCB P-I RDHM \ 153 -_ REARVARD 24,0 \ 21 I 1zEPFECTIVEDEPIH RIMP9s 1 6 ' EFFECTNE DEPTH \ \ O � PROPOSED I s b, i °p -II -- O\ LCRPa PROPOSED n 6 O` \eM OltTIVEDEmI \ 1z EFsr�RvE DIpn1 PERVIOUS o ARBAGE OVERFLOW AREA e.'` 1zME�recmiEDErTH [29 b PARKING cb11�� RAT]8 \ W' PROPOSED PARKING AREA 31 \ t 1 \ \ SIGN 1Z EFFECTIVE DEPTH [32 "I� - Y LAND NOW OR FORMERLY OF cN° g• \ a NEW PROPOSED DRIVEWAY 34 ' 3, '� TYP. i ___ _____ W b JAN ET L.RYAN \ S.C.T.M. NO. 1000-63-03-13 _1 I Los" I - - °f } 1 x o 1 27 RIM 31.25 W ¢Q 1Z EFFECTIVE DEPM - W W O DO 1 22'0" LO W / N DLP LSS (� 34 _- ---� --G--O--a--p--_p_-� C) E RIM 1]5 c) -G �-L-O-O= p_0- O 7 1ZERECTNE DEPTH N05° 50"W - -° --- o- 1 a-- o--n- a- 1 616.5T [33 b / PROPOSED 6.6 HIGH ' 28 I �, WOODEN \ 1 \3 a N STOCKADE FENCE LAND N W OR FORMERLY OF \2s N CHA LES W.WITZKE 30 i S.C.T.M. NO. 1000-63-03-28.1 31 PROPOSED LAND NOW OR FORMERLY OF 12 PERVIOUS PILLES REALTY HOLDING LLC s OVERFLOW S.C.T.M. NO. 1000-63-03-12 °W PROPOSED GRADING AND DRAINAGE PLAN 40 80 PARKING 4 REVISED PER CLIENT'S REQUEST 02/18/2021 51.34' \ SCALE: rr - 40r 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SCALE: � = 40' 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 r r + + �_ P Revision Date ' 1 1 ,- / _ lWhad- fi Number Revision Descri bon AI Date Subm€tted / ,..o•.-__�_ _.- .�_..,.- Designed By TIC 01/20/17 Drawn By Date Created - - TC\LT 08/23/16 TOTAL Approved By Scale PROPERTY AREA = 294,202 SF(6.75 ACRES) BG AS SHOWN Client DRAINAGE AREA POOL&RECREATION AREA SF SITE VEGETATED/LANDSCAPE AREA - 130,223 SF THE ENCLAVES DRAINAGE AREA HOTEL ROOF/POND-32,530 SF _ _ DRAINAGE REQUIRED - - - - - - •: i y 56655 ROUTE 25 DRAINAGE REQUIRED jr DRAINAGE REQUIRED � � � , � � � S O UTH L O D NY " _ IMPERVIOUS AREA: 12,149 SF x 3"/12"x 1.00 = 3,037.25 CF EE r,:.::.:::."..:..r.`..`:r....,. Project: HOTEL ROOF: 26,557 SF x 2112 x 1.00 -4,426.16 CF LANDSCAPED AREA: 12I,511 SF x 2/12"x 0.30 = 6 075.55 CF :.`..:.:..:.........•,,•..•.•.• ,1, :„...,.,,,..•-•.•..•,•.•.•.•:.•..•.•.:,.•.'.".•:...:.•.•.....`- ..,, .................................... ROOF AREA: _0 2 3 94SFx3"12"x- / 1.00 823. F 5C - - NATURAL RE _ , COTTAGER F RAL AREA: 00 . 2376SFx2"12"x1 8712SF "/ .00 396.00 CF x 2 12"/ x 0.30 _435.E F .,C LANDSCAPE AREA, 26 882 SF x 3/12 x 0.30 2 016.15 CF _ :.:..".:.,`..•..:....:.•.•„ ,. „ ------ :::'::::::::: LiirrJ r...,...... . POND AREA: 2,997 SF x 2"/12"x 1.00 = 499.33 CF TOTAL REQUIRED2667 " "'"- 6,511.2 CF 1..:l....€....E...J..Y...€ 1......i....l.::"I:::7 /, :: '/, '/, ;•; TOTAL REQUIRED = " = QUI 5 876,9 CF .,r,. J...J..t.J.a....r..J..T....€...J..; .......,. . , tA :. CABANA ROOF. 600 SF x 2/12 x 1.00 421.49 CF ::::::.•::::.•:.•.::•.:•.•.« z z z z z";`:.::":.".::: 26,557 J. €. I,_7 P .J:'.J..J:.a.'r':r €..: .::::,:'...':. '. ;< ; , z z z z z z z , TOTAL REQUIRED = 5,421.49 CF DRAINAGE PROVIDED J.7 €., L...E....(._€....L...1...€..J....L.a..1 .L.L. ; ., :';:� z ,,>,::>:'::':'::":::' i..i....l...l....f.._E..J..J...J...f..J...J.. i :...... :.`.:`.`.. , ........ ::.::::.. L.L.a...J..7....€...J...J...T._i.J..,.7...l.Jxr�:r.: •::•::•:::?::« ' r z z z z z z z z SITE PLAT DRAINAGE PROVIDED .•.•:.•::::,•.•:.•.•:.•.•.•.•.•.•.•. -:,.•..:.. ;.:.;.;.:.:.:.:.:.:.:.:.:.:.:.:.:. DRAINAGE LEACHING P OLS 0 DRAINA :•::::::::.;.:..,..•. i i i i i` " ;::::::::: :: a....! € GE LEACHING POOLS . •••••••.-- �, DRAINAGE LEACHING POOLS t - :::..:.:.•::.-.•:,::.;:.:.:.:.:.:.:_:_>::_>: .•.......•.........:...:.•.:•:•:•:• (5)12 DIA.x 12 EFFECTNE DEPTH DLP S (7)12 DIA.x 12 EFFECTIVE DEPTH DLP ' �- % ' "`' "' `a-'. _'```"'::::: t + i / - 5 x 1 0 F F 12 5 12'DIA.x 12'EFFECTIVE DEPTH LCB - + + + + + + + + + + t +0 .9 C / T x FT. 6 054.0 CF _ _ ( ) 7 0 x 10 .9 CF x/FT 12 FT. �:�% ^8 47 .56CF .. H + + t + + t i «/ « - 68 TOTAL PROVIDED = - 5 x 100.9 CF/FT x 12 FT. = 6 054 CF •.•.�% � i � i ProjectA 06 054.0 CF O - Address: TOTAL PROVIDED - 8 475.6 CF + + + t + + t + + + + t + + TOTAL PROVIDED - 6 054 CF 56655 ROUTE 25 + t + ...:: .........................•.,.,,...•.•:.•.•:.'.•::.•.•.•.'.`, OLD DRAINAGE AREA TOTAL SITE PARKING 73,386 SF DRAINAGE AREA FUTURE EVENT SPACE - 6,825 SF `''=" ' ' 2 376 + . + - + "'• ` . '' - ++`++:'+ DRAINAGE AREA SWIMMING POOL FILTER AND BACKWASH » + + >: , , :.:.... .:•:::"::: SUFFOLK COUNTY, NEW YORK / / / + + + - +« ou i + m a C n z z z z z z z z + + s + + / Tax Ma Number. + + + + •:�:�;, ;, ",c """' f^ t, �,� ,, h P ContraG Number. DRAINAGE REQUIRED . , % .�:� (" .,.r DRAINAGE REQUIRED Q E SWIMMING VOLUME: •+ + •+ING POOL VO U E. 99 254.E GALLONS A z ' a is Yl' + d t + t i 1+ + 000-63- - + + + + + �` , li`" 3 15 SWIMMING POOL FILTER: 276 GALLONS PER MINUTE z z + + + , + + + '• `+ + + + :-;•c z -; r : � Regulatory Reference Number. IMPERVIOUS AREA: 73,386 SF x 2"/12"x 1.00= 12,231 CF 276 X15MIN.=4140 GALLONS % ! ! ! % % % ! =- % '' * ++ r * + + p ROOF AREA: 6 640 SF x 2"12" + t + TOTAL REQUIRED 12 231 CF REQUIRED 553.47 CF 1 x 1.00 1 106.7 CF + > .e + t Title of Drawing: i DEC. . + �i2021 STAIRCASE: _ +'' « + + + 185 SF x 2" 2"11 x 1.00 0. � ��' 3 83 CF , i + + TOTAL RE - % ; DRAINAGE PROVIDED QUIRED t 137.5 CF DRAINAGE PROVIDED - ;: r z z z z z z ,. 4 DRAINAGE LEACHING POOLS RA DRAINAGE PROVIDED i__.... DRAINAGE LEACHING POOLS , PROPOSED OP O SED„ SITE (J 11 12'DIA,x 12'EFFECTIVE DEPTH LP 1 12'DIA.x 12'EFFECTNE DEPTH LCB DRAINAGE LEACHING POOLS ' . . . �-°- TOTAL PROPERTY AREA _(11)x 100.9 CF/FT x 12 FT. = 13,318.8 CF =(1)x 100.9 CF/FT x 12 FT. = 1,210.8 CF ' ::>:�' zzzzzzzzzzs; z ,. „ z >, ,; izzzzzzzz ziz z zzzzzzzz � azzzzz � DRAINAGE _ _ (1)12'DIA.x 12'EFFECTIVE DEPTH DLP , z z z TOTAL PROVIDED 13,318.8CF TOTAL PROVIDED 1,210.8CF ' iiiiiiiiiiii � � % % � :': r.' N -(1)x 100.9 CF/FT x 12 FT. - 1,210.8 CF ' . .::�:�:�:�:�:=:�;� 294,202 SF(6.75 ACRES ' T = OTAL PROVIDE •"- D 21 1 0.8 CF _ 0_ . AND GRADING PLAN DRAINAGE AREA HOTEL WALKWAY-4,350 SF DRAINAGE AREA RESTAURANT ROOF AREA&WALKWAY- 4,563 SF IMPERVIOUS AREA W DRAINAGE REQUIRED DRAINAGE REQUIRED PROPOSED GRADING AREA MAP ROOF/CABANAIPOND AREAISTAIRS: 39,355 SF Drawing Number: ROOF AREA: 2,667 SF X 2712"X 1.00 = 444.5 CF SITE PARKING: 73,386 SF a IMPERVIOUS AREA: 4,350 SF x 2"/12"xl.00 = 725 CF IMPERVIOUS AREA: 1,896SF X 2.112"X 1.00 = 316 CF SCALE: NOT TO SCALE HOTEL WALKWAY: 4,350 SF Ln POOL REC.AREA ROOF: 3,294 SF t 0 o TOTAL REQUIRED = 725CF TOTAL REQUIRED = 760.5 CF POOL REC.AREA IMP.: 12,149 SF DRAINAGE PROVIDED DRAINAGE PROVIDED RESTAURANT ROOF: 2,667 SF DRAINAGE LEACHING POOLS RESTAURANT WALKS: 1.7,0 SF f� E TOTAL IMPERVIOUS AREA: 137,097 SF DRAINAGE LEACHING POOLS (2)10'DIA.x V EFFECTIVE DEPTH LCB (2) 10'DIA.X 8'EFFECTIVE DEPTH DLP _(2)x 68.42 CF/FT x 8 FT. = 1,094.72 CF - _ PERVIOUS AREA Sheet c of o - (2)X 68.42 CF/FT X 8 FT. - 1,094.72 CF 6 16 RECREATION AREA: 26,882 SF a TOTAL PROVIDED = 1,09.72 CF PWGC Project Number:NATURAL AREA: 8,712 SF �w LANDSCAPE AREA: 121,511 SF Unauthorized alteration or addition TOTAL PROVIDED = 1,094.72 CF TOTAL PERVIOUS AREA: 157,105SF to this drawing and related documents AVG1601 W Is a violation of Section 7209 LL o of the New York State Education Law o a S' ,. -_.. __ �w y W _ , . . . , ' -R-f B-2 . . . , • . 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ALLO>'!VAgI& TC 01/20/17 8 . • :�„ ',. �.-.,,. r,::I a�rIDATroN FIRF�9UFtE L1NO61iT1oN PRESSURE # • • • • :,:• ,.f.' '!' ,,:: %.,.: ;:..j ems ''I"''' �,, 7. . . (Nt>Gi I rdlh * Oft Drawn By Date Created MM • • # 7 « i • • , :•i' I t; s ::: }:. :;• ?i,yr'':r� :::,,r::::';.;. :. .: `" --� 08/23/16 r i i i ;;'y ,. rv'.6,. .,: 1.!!°DRDdt(NOlEB 411M Tj • I• :r�:r"r::,_;::: •! :.' I a+ '„:'f? ;:•y'.:;y ', I. Ili..11.. r Approved B,f # .i 5 r;;, i,;1 „I., ;rr, ,¢•j..e.! i;s?i , :: "�A.. „I. 'Ir NAFID ISOUND ROCI<- SCHIST PP Y Stale • i' • • • ':.,.: .:[''.!,....�,t,'.. =k,', .. ,i• a.zv .':,1✓!fir'' .', %.i. •ti::'r 1. GNB9$,DU�BASE, li,74A 5 • , j;.' r.. dLi�Y r O. c' li'i 'n' .r' •.I""... .. « • 5 i' tr;'' .: :!:s';irv..,.I• 4, '•v;;S..i: .s;, .�': Y ; , !b'1!1MUMHMWROCK-MVMLE,SSWBRIINE 40 3BS0 B�i . • 6 • r i 12 R • • . . :;.:, • ,:• ;,.a,.. t' i,::r:' AS SHOWN . !A • 0 :I � . F:' 10 INTi3�ED@1TEROCK-9HAl 1901D8TONLr 20 Client: f • lY • • • • �F. lI. !.L: i l.F•F: I'+ i in.,.,,,.. I. ..'Xj.. �!: 1,915 .. •. 7 i10 , :.,. _'= '•:!•` ' " }} %.. .. 1d$Off ROCK-VEATI�ROCK B 7E6 . . ..,. ., t.(,.... • • r,r,•L.:r.':q ` .ill; .n, .47 1�I!'• ::1:,..,,• 6 . :1''' . , �`-,.",. ,, E ENCLAVES 'i •'' ?' :a,xly 1, ? ., :J ti;•:•' !,::.. fir'!:" z"i. 2 W1DYGRAVEL9rdGRAVEL(OW,OP)0 Tm.4,aOtln* « • •, ii3 • • , I. .. a.,. •,' ,,2•n C.a7i: :< ,.: ..�( 2r DCliBE 10 tpaB . , . i • . . . ,,,. :f :: `, :, """'"� :; 2b FI�(�IUM' 56655 ROUTE 25 7 • • 8 g 16 T . . • • rdraiYliylv`' 4tj. '.,: I;.. w "' :i .�.:"G..'. .. B .a7a4' 2p i r 4 16 , • .• I, w�y'ii ::a.,..�4 t:. '•iif 4, ir .::''!+r:.. = a•:., ::. ,....,....., ., ti a O c+1+i.eWA a SOUTHOLD NY • . • '„ :. .t.. roc. .irr1, scla+o>�a4,a a."a� . • r . ., . • i . , .. '�r,• a;Y.: n.'.%r: ar DOME I '� " ' • • 7 • r . Q r • i`•:. :x...n •,n. :,"; ... :%sr.: ,.. :••,•a�a;...,.�r i..:'r .1. ,> '':„ �� ;...._, �*.: ...... II.,. 3 287 Project: ' i # i • • • • • •x•.ea .I.:. :•• .•,,. s<.:,u.:e, .'N... �r�.:'-.. �r. i:iy:•;:r.r.: �'., ..,, 0b�7MJdF • r • ! • • (Ill M L CHa[oym 4,BI rd 0)* . r 0 • • , • • ' ' . , • r ' , •• r :..�..:..• .: . • .4•HARD a 479 _ . r • . • •BRN.BAND. 0 a g BORING LOCATION PLAN _ 4b STIFF .3 a" • • - .' . « : •'* TR.GRAVEL;SILT. • • . 40 MEOW 2 1t7! •a • • • • • (SP)(3b) i, '' Q 2rr 7V 1IS6' SALE: NTH 4W . 50 DDE�TY 8o1L8 a 20'T . • . it; • • i • • 13 5 19" Il• ' ' ' • ab MEDUM P••d10MFQ110ITfl94.8,ene4j k SITE PLAN S• • • • I. • • $ • r • ' �i'0 b0' 100( ", a 0R I00J1-MOOR M01 �8="=V% GEE 18pe.4A* 8�1®0431 Or. g nRAwINa scALl :t tao1�' • . *: • « i 5 a.! : : . • • ' ' , T.o01MV011.L�rd tNCONTROLIM MILIN GlE 1e04.Z4 OR 118I Ar 1 1 N a 2� . 7 1 Q" # • • 5 * # • •' r *R ITo SECTION 1eo~s OR NOTeA FaLLON►+Inte TJiBLE 1a041 M i i.Y C.BWLDNO C'OCE FOR ADDITIONAL NF0l11WITION Protect Address: I� TAN-LIGHT SRN. • a f TiW-1 a-rr SRN. • a 9 r 9 • . • r . / � . ; 18 TAN-tI�°ul#rD1�RN. : cowpACTioHF:�ArEO•cosFNBLowsFoaT; 56655 ROUTE 25 5 ' SAND , , r • • 9W STAND M:)PE1JETfi n%TES'.MM ID 1i= TR C3RAVEJ.BLT ,• , .. TFL GRAVEL,SILT . a o + ' ' . 7 TR.GRAVEL'SILT' ,•• , a.. amos.eLT IOLAr p'ePOOit1�0•}e1F•IlR,70'HLy , .. (SP)(�) O..:•0 - (SP)(3b) : �.••� . (SP)(3b).• ,`•. *• 0 ' . . , ' % . , Lam Irer1vim D iii u. tom SOUTHOLD aPaxllxowotilMTteesv KTOOltlows SUFFOLK COUNTY NEW YORK • • • • . I,te" 10TOto NIM MA Me HA1W NI ap�INWleltlllfTer011��Opl1��I1/�TCQ.TAw • • • • • • • , • . y stye root eLAYvs m Fgoon 0R)lwe rD S XW ! Dow TIMM e1 vrff eIe 7mrUM 17081 C 0113RENE IT • • NOTES _ _ • r r r« i r i i $ r , • . . County Tax Map Number. Contract Number. i • « , • ,.• , , P • • . . I AAAr X446AVY a-cvu mml0emm• Up-uNmwnetmwL 1000-63-3-15 . r,! , 20 . # , i i• • 14 s• • , ' , ; . • Own OAW4 ii•IIPQpIr'D"rl�e 110-eA�•s - ' Regulatory Reference Number: • • e . 20 r• • • •tZE.tIIOFDs !e s• •Ml,slale�• PAT-o""111tg4R?M8110A110. ( ' 'a• • • .. ' ''- • .' .6 . r� 1. SOIL bi;SCRiPTIONS ARE BY VISUAL EXAMINATION10F SOIL SAMPLF-SRE:COVERED DURING DRILLING OPERATIONS.. '. RAti&•etlAsol'rr.tx - $46 P-OAPIM Ile ' wa11i1.°YMATATo°�'IVArt Title of Drawing: • « r B r • • END OF BORING lf2'-0' IIAMe�tPAt1-NO1lDe .' vlrote.ellttlarralloo Ialt;•sxllecovRrx•It�xlw 7 ., 5 • �',. . i ••• 2. BC)1L DESCRIPTIONS ARE W ACCORD WITH TIT IE UNIFIED SOIL CLASSIFICATiCMI SYSTEM. ."umelr ewWLUNMOMM uu�alooe".IMGW eUORMVLMMWrolelleeeae,, MONorwanMMUMMft"lralNl�o►& s 20 • , . .. . . . : . . FR' A r • 8 1 ,• . • • 3 AA :;.• 4q t1Y.N1�MC)•RIYGAMZAIORA#IYCOIIOslltylR'tALIkMM•!.k}Lww?ORll111011Ti701i*AQPA "TiMmpm rn*dlAI01�I . . , . CL r e 88 RE CLASSIFICATION CRUE0110►rrPAIWOrTwearoaM-kO rlml+reMACMv�wcaorTMMIFMMCWwiNM'.VMMiUVOZ"I�I+.naeLow. BO�I G PL�� ^ . • 0 . « r 8 • 3. GROUND WATER'TABL:E W MEASURED INSIDE THE DRILL GA31NQATTHE COMPLETION•OF EACH BOREHOLE. IwerMortPraOr tirolu►ecemMumoawaelwlermrf=Kmww,tLwm•Ira,mmewmim Kfticwmcal•T:ntew�avM111 § . ,• • r • • IbRTFNIePORfwMNDOJrMUWIA11 C:PUAeLIIYieAfdi�eTNIIIe*101CIFMAe"MN,.1!W*WWWAMAMW cg • r � , « ! , , ' � . ', .LMAVMP40PWM TY,WL'MITOIYVIOlGA1 WI0001e►;1111 MWM'RCMf DU'ONAW*Mlibel'IOfi411eetDIGRTIllA001t1011- 3 • ••.• . . : • " . , 4. SOIL STR{1TIFICATIONB ARE ACCURATE TO WITHIN TWQ FEETVERTICAL.LY. . uAMMAWrM(WU MLm:soLlealwaosalml •oaw;rr•a"a•eso"ewlwrmtw Awumuffc�llwmwL"to + . i • • . ARe01N 011�lYiMM1FtCLltI.rb". R10Y11Mitl?O,RI VIMP 1�M�. AA9wl,OfitelllFNk6uR 011R1f,11Nfe0117HIAT71•etOMM" A ICI D BORING LOGS .9 . , • . . i r r • . • • ' ' • i s . 5. BOIL BAMPLE8 WERE OBTAINED USING A CENTRAL.MINE EQUIPMENT(CME),AUTOMATIC'TRIP HAMMER. ' • • : . �• . , . .. . • , • • .f . . , , • .. . . . : . • . . ..' '. . ' , • '• .ANDREW V.CRANBERTONE&ASSOC:IATIES,ARCF,tIT84M-PC-- - s .., . �', , �'i'! . , . i , • B. SOIL 7fiST EiORiNG GROUND SURFACE EI:EVATIGNS SI}01AIId ARE REFEFiIENC:EO.TO TCPOORAPHiCAL SURVEY- . • - .. 82 ELM.BTRF.E:T, •. • •, • . • PROVIDED BY:ANOREW V.C3IAI�iBERTONE ASSOCIATES&ARCHITECTS. . . HUNTINOtON,NEW YORK 11143 .. to 0 . . , N 7 T �. •.i.• 9 20 i r • ',. All • i e! . , Drawing Number. • • • • Qi # r . . . Q . . • ' • • . . . . . . ' �� r Alt - • N E Ib OF BORING 2T-0' ENU, OF'BOWNQ2T-0" END OF BORING 27'-D" 8778 MMMICK ROAD ■ SE:AFORD. NI_W YORK 111783•• 61$22t-2333 " I . . 0% G �A o 1;L A 8 'd . IF I C AT I(]N SB CcLAssIFICATICIN. . ' . • , . . v SUI3SLIRFACE tNVEFi`TIC3A I IT N :. All t,a U. SB E. 88 C CLASSIFICATION „ . , �,__�� . . PROPOSED 2 STORY.HOTEL. $m. . . , , ' RO•UTE 256E . , . SOUTHOLD NEW R : Sheet of o�; Vf,RIT1LiAL Y0Rf11Q tttl�ll� •--•---�- 7 16 Q . 112"■1'•=0'UrU PBs WMD OTHMWW:: I]RAMfe1Q OMTL DECEiOBER 27.201D .�8L805-T . • e • °� Vm o Ct•i,Ci�ilY: sA DA. RRVIi TSn PWGC Project Number. Z.1$LDWGS tBl.SC16,7It IIIIIII . DS 1 GA 1 Cf w psr. W L .11 -- w , ' • 11 to "G 1601 w Unauthorized alteration or addition this drawing and related documents . . • 1. Is a violation of Section 7209 LL o . of the New York Stale Education Law 8'o a s! z ILL 0 TOWN HARBOR > C; C? LANE LU Cn od = 9 C:), 0 0 U_ - > Win fpn 11K 0 0 LAND NOW OR FORMERLY OF Cn :3 LAND NOW OR FORMERLY OF VALERIE M.SCOPAZ S.C.T.M. NO. 1000-63-03-16 LAND NOW OR FORMERLY OF ANTHONY FORGIONE Z >- F7 WOOD POSTS VINCENT DOLOMITE&ILEANA DOLOMITE 0 z C) WITH NETTING LINE OF EXISTING EXISTING 1 STORY FRAME S.C.T.M. NO. 1000-63-03-17.3 8 z 0 C6 DRIVEWAY TO BE BE RENOVATED AND S.C.T.M. NO. 1000-63-03-17.4 3: SHED TO 11--_ REMOVED INCORPORATED INTO MAIN z RELOCATE EXISTING I STRUCTURE Ci 27 STORYFRAME Strategic Environmental and Engineering Solutions In. GARAGE TO REMAIN 26 0.00, 28 S07*44 !21_\ '40"E 31 32 622.78' 28 ---- 1,�'1'_17'11 30 S07-38'10"E F I k . - 31 SF SIGN L �SF J ��_ III Ii,f". SF IN Is 9 77 �ZIF SF SF IS kAG WELL 17-1 ---------SF SF YA 11AL DRIVEWAY REI(ItATEU AS IRRIGATIONWEI I. CN E26---I 31 < Lu 630 Johnson Avenue. - Suite 7 0 l- Bohemia . NY. 11716-2618 30 Ir Z:) n J L Phone: (631) 589-6353 . Fax: (631) 589-8705 0 EXISTING TO BE z 0 REMOVED 01� E-mail: INFO@PWGROSSER.COM < Cf) rbi EXISTING TO 2 STORY STRUCTURE TO REMAIN I X .5 @ PROPOSED RESTAURANT _;IGN CONSULTANTS !8 — ARB GE1 I I 1 101 j FF:27.5 eb 3 -A C7= FUTURE I-STORY �O/TEc 3: ——————————00 75' < EVENTSPACE 2ff FF.EL.32.0' ------------ ITION TO R Lu W 50' 0 0 z z < X /VVr\VVL C� -i @ 1�1 C� 0 ri z SIGN 25' 51)teL =5 LAWN SCULPTURE REMOVED 0 0 Z 75' GARDEN LU 5 F- F- 27�) co Cn n 0) Lu < Lu GRADE EL 30.51 -e NEW PROPOSED DRIVEWAY W it IF I; W z — ri ANDPA7�, z 0 5 PROPOSED HOT COTTAGE I D(r_ B F\21 F71 CHESS BOARD S? LL PARKING TU LL ILL AREA V V \J u- 9 POOL CABAN IS__TW:30.5 'ATI F- 7.2F' BW:27.2 DKORATIVE rbi T P, r POND '<�= MM I li- .5 OTTAGE 2 14 alk" H T P OPOSED 2.5'H 32. RETAINING WALL GRADE EL.27.6 clo < HOT u) LU TUB rwi LL of \-HOT COTTAGE 3 _71 zr__ POOLAREA I H 1 TUB 2 / 0 0 0 PLAY CO JRTS W� B-Z 1 0 uJ GRADE EL.27.5" bi 0 HOF�\\ P 'i I H 1 z M 3 ri Z� 1 111 ill I BW:27.20 BW:27.25 LAND NOW OR FORMERLY OF H T i I I I f IQI. PROPOSED B RAMP— TW:30.5 EUGEN TOMASIC&MIRELLA TOMASIC PARKING IHI LIRR AREA @ or S.C.T.M. NO. 1000-63-03-14 LOCLISTLANE c WAL AY PROPERTY cc'C'0, Agt LINE 12 G 6. b. b, ARSAGII C AREA 29 b SIGN 34 1 H I W'0 PROPOSED PARKING AREA 9 LAND NOW OR FORMERLY OF C) NEW PROPOSED DRIVEWAY JANETL. RYAN 27 n S.C.T.M. NO. 1000-63-03-13 Joe t:4 —J S J-2 d 1-1-A\\1 34 ",-J= � s is N�0550"W 616.57' w, 33 3P, LAND NqW OR FORMERLY OF CHARLES W.WITZKE 31 30 LAND NOW OR FORMERLY OF S.C.T.M. NO. 1000-63-03-28.1 PILLES REALTY HOLDING LLC 7 6 32 S.C.T.M. NO. 1000-63-03-12 5 4 ADDRESSED FEIS COMMENTS 05/11/2021 N05*30'56"W iz 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 51.34' R 2 1 ADDRESSED DEIS COMMENTS 107117/2019 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 104/1112017 33 DEC 2 2 202 Number Revision Description Revision Date Designed By Date Submifted —Southorci Town TIC 01/20/17 EROSION & SEDIMENT CONTROL PLAN Pianning Board Drawn By TQLT Date Created 08/23/16 SCALE: 1 40' Approved By BG Scale ASSHOWN Client: THE ENCL"ES 0 40 80 56655 ROUTE 25 SCALE: 1 40' Sediment and Erosion Control Notes "4 SOUTHOLD, NY Project: 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION Proposed Notes CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE Protection Elements OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL SITE PLAN CONDITIONS SHALL BE OBSERVED. A A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE STRAW BALES PROTECTED AND REMAIN UNDISTURBED. EROSION CONTROL B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address: ediment and Erosion Control Grading OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. SF- 56655 ROUTE 25 C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO SILT FENCE REDUCE RUNOFF VELOCITIES AND QUANTITIES. SOUTHOLD 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT E. SEDIMENT SHALL BE TRAPPED ON THE SITE. FILTER FABRIC DROP INLET PROTECTION SUFFOLK COUNTY, NEWYORK EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT County Tax Map Number. —Fontract—Number NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND 1000-63-3-15 FOR THE DURATION OF CONSTRUCT10N AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW Regulatory Reference Number. COMPLETION OF CONSTRUCTION UN11L SUCH TIME THAT THE PROPOSED YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT PLANTINGS HAVE BECOME ACCUMATED/ESTABLISHED. CONTROL, LATEST EDITION-. Title of Drawing: 2. EXISTING TREES TO REMAIN - SHOWN WITH LIMIT OF TREE CANOPY- 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE CONTRACTOR TO PROVIDE TREE PROTECTION FOR ALL EXISTING TREES TO INSTAI I ED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTURBANCE REMAIN PRIOR TO EXCAVATION, GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT LANDGRADING AREAS )a SEDIMENT AND PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, SHEET C-400. WETLANDS OR ROADS. 2 NTROL B 3. ALL DRAINAGE INLETS SHALL BE PROTECTED MOM SEDIMENT BUILDUP EROSION COEL THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. uI STABILIZED CONSTRUCTION ENTRANCE 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE PLAN PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING Nawing Number:. AND REPAIR OF INLET PROTECTION. 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. LP 0 0 DUST CONTROL `7 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS Sheet of 27 PERMANENTLY STABILIZED. 16 F7) Ar 17 CURB DROP INLET PROTECTION L PWGC Project Number. Unauthorl;e-delteraflo.In.or addition to this drawing and related documents AVG1601 �12 Is a violation of Section 7209 of the New York State Education Law SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL 2'MINIMUM LENGTH ALTERNATE WEIGHT FLOW 2"X4"WOOD FRAME OF 2"X4" �- -�4"VERTICAL FACE 1.5'MAx. STAKE 2"x 4"WEIR/ • �J•J 2"STONE p.p•p D.'o e �" �" FABRIC BEDDING DETAIL _c \\\ FILTER CLOTH 2"x 4"SPACER y NOT TO SCALE WIRE MESH T MIN. DRAINAGE AREA NO MORE THAN 114 ACRE PER 100 FEET OF STRAW II=_� BALE DIKE FOR SLOPES LESS THAN 25%. 1I - o p•p• p INLET TO V -1 =�Tt��IIILjI_I�I4 plpE Strategic Environmental and Engineering Solutions 6'MAXIMUM SPACING ANGLE FIRST STAKE TOWARDS ra• / DITCH OR DIVERSION TO '••• OF 2"X4"SPACERS PREVIOUSLY LAID BALE. �f �• + DIVERT SURFACE FLOW • It • 0 ® v) � • a _ DROP INLET BURIED FABRIC FLOW �� a auur auu. �r.. WITH GATE •. • °. :eILL i ®, • E 2"X 4" a a a a a. a FRAME ,.. �.. ... err. ter. .u� � BENCHJr. GRADE .m_,..„•:....:......:....,..,:....r.._.. '- r BOUND BALES PLACED 4M .r. �- ^ \_ HR A ANCHORS 630 Johnson Avenue. . Suite 7 aws aurr. yun` 'roar' mar. outs ,t DIST. , ON CONTOUR. a a _ _ STONE NY 11716-2618 Aft ,u. ` "` ' �" 1 "` a "` �r JL A. �" +t �+tk � �- p" Bohemia . 2 RE-BARS,STEEL PICKETS flll�Ipll(�i ICI " � 2r,o "` j"" i""` y"` ` "'` +ttk� �+�` 1'MIN• % Phone: (631) 589-6353 . Fax: (631) 589-8705 OR 2"X2"STAKES PLACED 9 III,IIIIII F �r rt r\ f 11/2'TO2'INGROUND. Y I�Im�rrF ,,,� �""' � '�► E-mail: INFO@PWGROSSER.COM _- DRIVE STAKES FLUSH WITH '"ROIR 1'MIN. ��A' Y geGATHER EXCESS -�/ � '. P"X4TOP OF BALE. „� � AT CORNERS CLOTH %' i SPACER ANCHORING DETAIL II �I -`� MESH CONSULTANTS NOT TO SCALE 6'MIN. Y q�llmm+ � � CONSTRUCTION CTION SPECIFICATIONS 2"x 4"WEIR CONSTRUCTION SPECIFICATIONS I Iwirlilnn CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BE USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 4)INCHES,AND 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF ( 4 40' GRADE LUMBER. PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS 5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED PROMTLY AS NEEDED. 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DETAIL NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE WOVEN WIRE FENCE SYMBOL SYMBOL (14 112 GAUGE _ I em. 1 EXISTING I W/6"MESH 3 PAVEMENT 10'C.TOC. SPACING) s'7 CONSTRUCTION SPECIFICATIONS 36"LENGTH FENCE EXISTING FILTER �� . MOUNTABLE BERM :..•• . ., CLEARING POSTS DRIVEN 16" GROUND CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING • .. ` ' " INTO GROUND PROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED AND CONSTRUCTION IN ACCORDANCE WITH THE AP 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT 16" EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION GROUND - AND SEDIMENT CONTROL IN DEVELOPING AREAS". 8 y 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED w W y EXISTING W y W W PAVEMENT IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. 36"FENCE POST �« 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF WOVEN WIRE FENCE(14 112 GAUGE FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. W/6"MESH SPACING)WITH FILTER CLOTH 20" 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, CONSTRUCTION SPECIFICATIONS SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO FEW SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED 7 UNDISTURBED GROUND 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 6 COMPACTED SOIL 2.LENGTH-NOT LESS THAN 50 FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE ( 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 EMBED FILTER CLCTH 16" A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 4 6"IN GROUND. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 i4l SECTIC PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2 ADDRESSED DEIS COMMENTS 07117/2019 POINTS WHERE INGRREE SS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLEN VIEW 4.WIDTH-TWELVE FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 N CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE, SATISFACTORY FILLS. Number Revision Description Revision Date 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. Designed By Date Submitted OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. TC 01/20/17 Dawn By Date Created 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TQLT 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT. Approved By Scale FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BG AS SHOWN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Client3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN THE ENCLAVES LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY OR OTHER APPROVED METHOD. MUST BE REMOVED IMMEDIATELY. 56655 ROUTE 25 MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND Project: "BULGES"DEVELOP IN THE SILT FENCE. RAIN. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE CONSTRUCTION NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING SITE PLAN NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE EROSION CONTROL Y- - - Project Address: 56655 ROUTE 25 r -- ii DEC 2 SOUTHOLD 2021 SUFFOLK COUNTY, NEW YORK i ' ;i H t l I i u I d {Own County Tax Map Number. Contract Number: PI<,3nnmy Board 1000-63-3-15 Regulatory Reference Number: Title of Drawing: SEDIMENT AND 0 EROSION CONTROL N DETAILS m C, W s N f•5 N Drawing Number: o U N O E • >oa Sheet of 4 9 14 PWGC Project Number. Unauthorized alteraflon or addition z to this drawing and related documents AV G 16 01 t Is a violation of Section 7209 o of the New York State Education Law ~o a a . g I LAND NOW OR FORMERLY OF { j 3 LAND NOW OP.FORMERLY OF 0 r; > ! I I I M g j VG<LERIE I'A.SCOPAZ , s VIP�CENT DOLO",SITE ILEA NA DOLOI' 'TE cr I S C TI�1 NO 1000- "-0' 16 . '. 3- S.C.TAI, "'O, 1000-63-03-17A LAND NOV,,!OR FOr:"`ERLY OF � � rti :� I Landscaping ANTRD"„ , I,r i NOTE:DIRECTLY EAST OF HOTEL I ROOM,PLANT CUPRESSOCYPARIS j 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF < .T.I,1. NC. "? -63-0-1 t.3 ! } I THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION of NURSERYMEN,ANSI LEYLANDII 18'-20'TALL. 1 ACER RUBRUM I CUPRESSOCYPARIS j Z60.1. r , ORNUS FLORIDA I LEYLANDII 134 "� __._._ i , ' " , , »r'�.. 25 ^�0.0(?' OCTOBER GLORY 2 ORNUS FLORIDA ;; e 7�,; O ( ) -' S37 44 40 .- --"-" -- - , 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. VAR.RUBRA 1 VAR.RUBRA 5 i 622.7.,' a ' — -'-- _ - / ,,,. ( ) ° i R 2u, I "\__.. __-'- I `. : ,. .i. f ;t ` - ,ak'' '- . „tom., � ,:- sue,,... _$.gu.,^x''' �!L,'' - &. Z'L:'",>if�,;f ;.,,.-•° \ ) ' 1 i �•- ..._...._. . 1 j�{.z ,�;.,-, .. '«"x,'�: !!: �. '',,, ,a � a pr,t��<' `,f�:� ,ft,. ,. ,; I SC 3J. r _._.. , _ •s: °# �w{rr., ka Ao.. .�tl'1.,::e,.. `!D!rf ',`. eve;;:� ';. .: ..,','.», „, ' '� 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS APPROVAL PRIOR TO BEGINNING WORK. n:• •>,: - = iStrategic E Environmental and Engineering Solutions RN FLORID D9 9 TAXUS X MEDIA I 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' VAR.RUBRA 4 j 'i--1 " .c.:;. ', HICKSII' 82 FROM BALL TO UTILITIES. 5. SHOULD LOCATION of TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREES TO MIN.20'TOtot / ® ' 'iO �gT-.. �t!,r>,m,,. �,r<r: »+`fir;.. �� ?nt•„ d , — .. - - �T ® \. WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 / --. -- = - -'--' ----- -----' / PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE TO PROMOTE GROWTH IN THE SURROUNDING p � — _ e e 2 I SOIL. g TAXUS EDIA 630 Johnson Avenue. Suite 7 T u 1 ». � :`..,'� al'?fir.� , � .. ....._..... I ., i / / ............. ca::c�; -•• ! I l =.,... , , i✓ e...'_.- '. "t. = n off• /'/ .k �� /� HICKSII (22) t __... 6. ALL BEDS SHALL BE MULCHED WITH 4INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY Bohemia . NY. 11716-2618 c. FROM THE IMMEDIATE BASE OF TREES AND SHRUBS. Phone: 6 1 589-635 . Fax: 631 589-8705 CORNUS FLORIDA 4 a II r E-mail: INFO PWGROSSER.COM ; riw VAR.RUBRA 3 J. �a I 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL t ACER RUBRUM T,.rcr ( ) _ � _ -.� - C ``_ r / /'"/ I SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT OCTOBER GLORY'(1) f // ,• »,. �,,.. J, t / ,/ / ""' GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX. CONSULTANTS 1 _ u O I t g i 20 � `, ,•,�„ ( , 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 , 1 r o %'"• i / / ;',' j % $ TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE m ......._ ' _ I) j 1 AND SEPTEMBER 1 TO NOVEMBER 15. ACER RUBRUM _ c. .f I J ) o I OCTOBER GLORY 2 / _ / / '' — 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE =a ,,,, h X. , —�= ---------- LIGUSTRUM ` ; / i,"'" /%/ ':" APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE ' CORNUS FLdRIDA �- ~ `\ \ ' /�/ / I I it THAN 6 MONTHS AFTER PROJECT COMPLETION. •`•.-, IBOLIUM(26) 27 ' ;/ o ' VAR.RUBRA(2) \ h , R• « i 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, IA STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER T X WEEDS _ AXUS ME e A I PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE To FIRST LIMB WITH 4 INCH WIDE BITUMINOUS Ii HICKSII (72)D _,,,_,__„ ` -OCTOBER GLORY'(2) s IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT LIGUSTRUM X ; ~'' 'ivr_ TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. w :.;.. • LIGUSTRUM X IBOLIUM(48) I K° 1_\ I" `,, IBOLIUM(80) � f•' �.',• �:,;::. �.:i�:�..,:,�`�'"U- °�`�'� _"., \` \ I _ a' •'." UPON COMPLETION of LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. CORNUS FLORIDA j Q '`r :� THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY i ,/ � I - ' �' I RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. - --, • (F r / LIGUSTRUMX „ .. ...f. / `r, I 14 DO" Vie; bye � ,' VAR RUBRA(1) )- LIGUSTRUM X =< L E. I //" \ JUNIPERUS DAVURICA IBOLIUM 48 GUSTRUM Xi:� t n. ( ) IBOLIUM 36 )/ IBOLIUM(36) XPANS OFLORIDA ti f.: CORNUS FLORID , ti4 is O ' I CUPRESSOCYPARIS ~,_- , 1 .. LIGUSTRUMX M _-(' /' ` LEYLANDII(10) j �+ . I I ( I .,'ati.... LIGUSTRUMX IBOLIUM(25) i d ~~ .. r , ............. , ..,._..-« — >~_.+.--. _.._" _ I , I ' ; • / LIGUSTRUM X LAND 1`]OW OR FORMERLY OF IBOLIUM(53) EL)OE�N TO ASIC e,V-IRELLA TOI' AF; IC xxx ., . . . . . . . . , . . . . . . : . �n - �, S,C.T.I F O. 1000m63-03-14 g 1 z$ i.,1> I 1 1 r: 4 , t ._,_.. ... ... ....-:-..__..__i......711,11 ......,...- , °7- NOTES: Y I .. x REMOVE ALL PLASTIC&WIRE TABS. LIUSTRUMX -. I, RNUS.FLORIDA - „_.,,....._.,~ CER RUBRUM P FROM SIDES NATURALAREA „ ::. ;-, DO NOT CUT BURLA� IBOLIUM 2a , ` _o ( ) VAR.f2UBRA 2 --== =I i: : O ,J OCTOBER GLORY' 1 4© OF BALL. _ . LIGUSTRUM \ � REMOVE ALL PLASTIC CORDS FROM \l I:- " € CORNUS FLORIDA! 31 X IBOLIUM JUNIPERUS DAVURICA r` o 0 0r., fir, # r TREE BALL,IF PRESENT. (75) EXPANSA(12) - - ` -- - C:> ACER RUBRUM LAND NOW OR FOR'';ERLY OF VAR.RUBRA(2) i.} ; j i '' g,,. 00TOBER GLORY(1) J ?; T L.RY ,N I -- ------ \ S I U C,T,L . NO, 1000-63-03-13 , 01 _�•° V RICE o ,, \,, / ?rf..•d EXPANSA 5DA , , PRESSOCYPARIS €- '..: „, na „ < ;I Or ,e , _ LEYLANDII(5) S2 =✓: a "- = EVERGREEN TREE `.. b ,« :j. •>C.„ .ri,,:.µr.L ` �.',,, - r:.. 14 '•' -.�,� W , a JJ'sv 615,[r tin tobilck Z �U • - CORNUS FLORIDA CORNUS FLORIDA - q fI .... ` 3 • ACER RUBRUM VAR.RUBRA(2) - -- _._._.._-____ OCTOBER GLORY (3) `' :t VAR.RUBRA(3) jf `° SOIL SAUCER,TOP W/MULCH r rn SET TOP OF ROOTBALL 1"ABOVE r , CUPRESSOCYPARIS 1 ,; , , a 4,_ € FINISH GRADE _ I_AA D NO'r`. Or FORN12RLY OF -' '' LAND t'O OR FOF;., ER_Y OF Id _ - W. tt€ 3` LEYLANDII(46) PILLES RE'1 TY HOLDING LLC 4"DEPTHOFCOMPOST, NSTA DEPTH CHARLES W.V v€TZK1 ( S.C.TJA. NO, 1000-�3-�3-20,1 S,C.TJ1, NO. 1000-63-03-12 `t AND MIX W/PLANTING BACKFILL MIXTURE REMOVE BURLAP FROM TOP 1/3 OF PLANTING BALL 7 t-!"R PROPERTY F TY ' LANDSCAPE PLAN m w PREPARED PLANTING MIXTURE 5 LI°.It g'3 25%COMPOST 5 r, _ , 75%TOPSOIL 4 ADDRESSED FEIS COMMENTS 05/11/2021 SCALE: 1 - 40 PH RANGE:6.7 TO 7.0 5 LBS.TYPE 1-ROOT GROWTH 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 ENHANCER PER CUBIC YARD OF 2 ADDRESSED DEIS COMMENTS 07/17/2019 — O 4O 8O MIXTURE 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 -- - — DO NOT EXCAVATE LOWER THAN Number Revision Description Revision Date BALL DEPTH.IF EXCAVATED BELOW BALL DIA. SCALE: 1" = 40' BALL DEPTH BACKFILL AND COMPACTHE BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. Designed By Date Submitted TC 01/20/17 XISTING TREE Drawn By Date Created AT TRUNK TYPICAL TREE PLANTING TQLT 08/23/16 ROPOSED + O n PLANT CENTER SCALE: NTS STONE RETAINING Cppnov y BG Scale AS SHOWN PLANT ROW j A WALL PRUNE 1/5 OF GROWTH& THE ENCLAVES TYPICAL ON CENTER a t + BROKEN BRANCHES BUT ,, 1"<; > yy/,'•a -'i 12"MAX.WALL HEIGHT O O SPACING AS LABELED ON ''...,wi<)Z�,, ,. �' :,✓ ', '. '`.�� ./'� +'a a.Wr.^ww.sw; a..:w,nrr -- '....... ......, ..... ...... ..w.....,....,,a.r4,.............e....< .....e .v...�.._..,., ... .<., ...^a.va..,. .....,..«,..,..... ..,.,........ 4• ' PLANTING PLAN �;_ •_-. a.•` 56655 ROUTE 25 t •N+ �, RETAIN LEADERS AND %'�' _ ;>; '' •e 4• PLAN-WACM NATURAL FORM OF SHRUB SOUTHOLD, NY y ,•, ..y^, :�.•,. PLANT SET AT ORIGINAL PLANTING 18"MIN, c DEPTH QTY BOTANICAL NAME COMMON NAME SIZE SPACING 3"DEEP SHREDDED BARK MULCH 3"MULCH WITHIN EARTH SAUCER AS SHOWN GRASS SEED AS SHOWN SEED AS SHOWN SITE PLAN 12"MIN. PLANTING BACKFILL PROVIDE FULL COVER A � AS SHOWN AS SHOWN ��.. a• i' RED FLOWERING 5'-6'TALL,B&B WHERE SHRUBS ARE PLANTED WEED BARRIER CORNUS FLORIDA VAR.RUBRA DOGWOOD LANDSCAPE PLAN SECTION IN MASS EXCAVATE ENTIRE ,� \ , ._,�,,,�,, .:w.�:. ••••f•• •' PLANTING BED AS SHOWN HEDGE TRIMMED .';.\�' "•• 'i s i " • '' LIGUSTRUM X IBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER Project Address: " " '' •' ' ' TYPICAL GROUND COVER LAYOUT AssHowN SCALE: NTS MIXTURES. ROOT ROOT AS ER AS SHOWN 14'-16'TALL,B&B AS SHOWN,8't O.C. 56655 ROUTE 25 TOPSOIL MIXTURE CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS (EAST PROPERTY LINE& (134) SOUTHOLD 3"DEEP SHREDDED BARK MULCH BALL BALL A.A..N STD. STP AREA) SUFFOLK COUNTY, NEW YORK w AS SHOWN CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8'-10'TALL,B&B AS SHOWN,8't O.C. (WEST PROPERTY LINE) (61) County Tax Map Number. Contract Number, XISTING TREEM UNDISTURBED EARTH _ 6"MIN. 1000-63-3-15 AT TRUNK I I IllI I I I f AS SHOWN JUNIPERUS DAVURICA'EXPANSA' PARSONS JUNIPER 2 GALLON CONTAINER AS SHOWN Regulatory Reference Number. - r<.. ,;. : .. PLANTING BACKFILL MIXTURE �:;, r: .:f'i'% "t:-;?' II� Title of Drawing: ROPOSED __ STONE RETAINING I—III �I-�T ' I I—I I— AS SHOWN ACER RUBRUM'OCTOBER GLORY' RED MAPLE 2.5"-3'CALIPER,B&B AS SHOWN WALL II�I�I I'I T_l I I� AS PER AS PER " ' '• A.A.N.STD. MIN A.A.N.STD. AS SHOWN HEDGE TRIMMED g s^ I AS SHOWN LANDSCAPE PLAN ••� ' ` `.�,�.• TYPICAL SHRUB PLANTING MIN. MIN. TAXUSXMEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER Q SCALE: NTS TYPICAL LARGE SHRUB PLANTING AND DETAILS 18 MIN. SCALE: NTS ' 1 t <,• NOTES: EXISTING TREE TO REMAIN-SHOWN WITH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE TEMPORARY TREE PROTECTION �1 PROTECTION FOR ALL EXISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING. :'. FINISH GRADE(LAWN) 1.SPRAY ALL PLANTS WITH ANTI-DESSICANT. TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. SCALE: NTS -• CONTINUOUS CLEAN, 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE N SHARP,&SMOOTH j SHOVEL OR TROWEL AS EXISTED AT NURSERY. t2 ad EXISTING TREE DESCRIPTION AND SIZE SHAPED EDGE r ,_ , DrawingNumber: o 3.IF BALLED&BURLAPPED,REMOVE TOP 113 OF BURLAP. NOTE: " o / BETWEEN LAWN AND a 6" \ MULCHED AREAS • !.'�. / 4.REMOVE ALL PLASTIC&WIRE TAGS '• "; FINISH GRADE(MULCH) ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO o - : .a. ..• '/\/ APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS \\\ 5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF I R // // ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. D L �+ 2 21 I !"J \/\/\ PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE i 0 12'MAX.WALL HEIGHT \�/ / AND BACKFILL ENTIRE SHRUB BED AREA = r_ r w/PREPARED BACKFILL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY I scuti,o!d ,Own E TESTED ORGANIC VALUE OF 5%PH VALUE BETWEEN 6 8.SOIL SHALL I BE FREE IOF ALL STONES L SHALL HAVE A Pia i"iiilg F3oard Sheet of 4 NOTE: PERMANENT TREE PROTECTION AND ORGANIC MATTER LARGER THAN 1 1/2"DIAMETER.SOIL WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR CUBCLANTINGPITSSHALLBEDMENDEDATT CUBIC YOF 7 ARDS 10 14 g CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS PWGC Project Number: GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS OF TOPSOIL. ' ' • . .. . • • < Una u horized alteration or addition z Is violation of Sction7209 ctlon GRADE CHANGE. CONTRACTOR TO PROVIDE PROTECTION FOR EXISTING TREES Oothisdrawingandroeocuments AVG1601 a o SHOWN ON PLAN. of the New York State Educadon law 0 o a a LLJ LL cr C) :r "L TOIAIN HARBOR C? ...... ......... ............. LANE Ce U� 0 LL C) C) 1- 0 LAND;'OW OR FORNIERLY OF VALEPIE�1,SCOPA7 R FORMERLY OF Z-1 ,-AL AND NOW 0 &C,T.Mt 1`40. 1000-63-03-16 LAND NOV,"CAR,FOR14ERLY OF j'NTHONY FORGIONE _A VINCENT DOLOV11TE&ILEANA DOLOMITE NO. 100P6?-�3 1 7n 0 T3 S.C.T11L NO, 1000-63-03-17.4 <' .......... 27-_ Strategic Environmental and Engineering Solutions 2� 7 07*44'40"E ........ 6221.7 91 17*38'10"E ................. <,- IIJ 630 Johnson Avenue. Suite 7 30 Bohemia NY. 11716-2618 -z .................. E-mail: INFO@PWGROSSER.COM < 1,2 Phone: (631) 589-6353 Fax: (631) 589-8705 ............ '11�... .............. ............. ......... ................ r it L-4 / // a.,5CONSULTANTS FlJT URE I-S-ORY EVENTS n!'T t ZY it W W z < ............................ it > .......... ........ ...... .......... 0 0 ...... .... F- LU I it J ........... 0 U 4 .......... z Z .......... ................r -4. 1 777� ................ 17"00li ................... di I FYI 1 1! { / — /j/ I I // C'i LAND NO'N OR FOR!7-RILY OF -E EUGEN TOMASIC&!,'!rELLA TOF,1,A 26 sic /A ............. ...... .... ................. ............. .... ............... ................... ........................................... ...................... S.C.T.M. NO, 1000-63-03-14 LOCUST L,%N11 C....... .... .............. .......... ........... C is , ,, i i i �' . E 2P 0: '31 LAND NOV1 OR FOR,"ERLY OF JANE T L, RYAN C.T.M. NO. 1000-61-011-13 A . ............. r-"r 7 1 k f ............... it .. ....... DEC 2 2 2021 29, S Plannin� g Board W, LAN")NOW OR FOP,'."--RLY OF PILLES REALTY I:OLE)"N'G LLC I 7 S�C.T.M. NO. 1000-63-03-12 6 AS1 LED AREA LUMINAIRE 75 WATT LIGHTING PLAN 5 L N,E MODEL : AS1 LED 42C 530 50K SR3 4 ADDRESSED FEIS COMMENTS 05/11/2021 LAND N01IN OR F017"'ERLY 07 SCALE: 1 40' I MVOLT-BRONZE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 (10' MOUNTING) CP�APLES V41.WITZKE 2 ADDRESSED DEIS COMMENTS 107117/2019 33 1 40 80 SINGLE PHASE, 208 VOLT 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 NO� 1000-63-03-28 Number Revision Description Revision Date SCALE: 1 40' Designed By -rate—Submitted TC_ 01/20/17 3MH 10 '-0: HIGH x 4"SQUARE Drawn By TC\LT Date Created 08/23/16 ALUMINIUM LIGHT POLE, Approved By Scale NOTES SMOOTH ALUMIUM 6063-T6 Client: BG AS SHOWN ALLOY, 0.125 MIN.WALL THE ENCLAVES 1.DIRECT BURIAL CABLE 6"OR 12"BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 21-0R BELOW MANUFACTURER: USS 56655 ROUTE 25 FINAL GRADE. 2MH THICKNESS MANUFACTURING INC. SOUTHOLD, NY 2.CABLE IN PVC OR GALV.IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS MODEL: LISS 40A10AB-SO Project. INDICATED AND 2'-0"BELOW FINISHED GRADE,AND AT LEAST 2'-0"BEYOND EACH WALK OR PAVEMENT EDGE. 3.LED 75 WATT FIXTURES AND POLES AS SPECIFIED. I 2#12 THW+ 1 #12 IMH ROUND TO FIXTURE SITE PLAN 4.LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. �EXTRUDED HANDHOLE SITE LIGHTING PLAN Project Address: S PLICE IN POLE 56655 ROUTE 25 AT HANDHOLE OMH NOTE 3/4" DIA. GALVANIZED ANCHOR BOLTS SOUTHOLD MIN. 28" LONG 4 EACH PER POLE SUFFOLK COUNTY, NEW YORK FUTURE EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES. i ASTM A576 (TYP.) County Tax Map Number. Contract Number: 1000-63-3-15 Regulatory Reference Number: IMH Title of Drawing: 10.0 GRADE 2' 4 21' GRADE 8" 4 SITE LIGHTING 2" DIA. SCH.40 PVC 2MH 4 ELECTRICAL AND DETAILS A 2'-6" MIN. BURY 4 CONDUIT WITH TWO 1.0 4 4 (2)#10 RR-USE-2 I ] " .1 11, COPPER 0.5 4 1 4 11 6-3/8" CONDUCTORS PLUS 4'-6" MIN. DEPTH - h ONE(1)#10 RR-USE 3MH A GROUND. Drawing Number: A_ < L I Q 1311 —4,000 PSI CONCRETE WITH 6"x6" 0.1 22-1/4" WIT I_ 10/10 WELDED WIRE FABRIC 00 4 REINFORCED A I- ° E 4 MANUFACTURER: FECO (DIVISION 6 4 OF OLDCASTLE PRECAST) Sheet Of J5, a 4MH 3MH 2MH I MH MH = MaWTING HEIQM 2MH 3MH 4MH PROVIDE SHOP DRAWINGS BEFORE 11 14 1�![ 4 2i AS1 LED LUMINAIRE SKETCH CASTING BASES PWGC Project Number. at 10' POLE LIGHT PHOTOMETRICS LlnauMorfz*e'daft'e'to*ncraddition 4 SCALE:1-1/2'=V-0 to this drawing and rralated documents AVG1601 �9 SCALE:1"=10' IsavlolationofSecti 7209 16"W x 16" D__� of the New York State Edouncation Law �5 ko Lu U- Q N o - 1 _ _ _ TOWN HARBOR UJ w am I - - - LANE s � «s = `° 2 U o o W o 0 o LAND NOW OR FORMERLY OF o � = z VALERIE M.SCOPAZ ROPOSED LAND NOW OR FORMERLY OF 3: U N PROPOSED PERVIOUS FORCE MAIN Strategic Environmental and Engineering LAND NOW OR FORMERLY OF REMOVE oz N � S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING HGHSTOC 6.51 gSolutions ANTHONY FORGIONE >- I- WOOD POSTS (GRASS PAVERS) EXISTING Z 0 WITH NETTING FENCE ° VINCENT DOLOMITE&ILEANA DOLOMITE FENCE PROPOSED6.SHIGH LINEOFEXISTING EXISTING11 STORY FRAME ROPOSED VALVE -INPROPOSED 100/o S.C.T.M. N0. 1000-63-03-17.3 PROPOSED 6.5'HIGH Z o c"-' ° SHED TO BE RENOVATED AND i ® ® � ) 5 N STOCKADE FENCE DRIVEWAY TO BE OODENSTOCKADEFENCE REMOVE S.C.T.M. NO. 1000-63-03-17.4 ROPOSED6.5' REMOVED CHAMBER LEACHING POOL HIGH STOCKADE INCORPORATED INTO MAIN W/ACOUSTIC BARRIER EXISTING d" Z RELOCATE EXISTING 1 STRUCTURE EXPANSION AREA REMOVE ROPOSED SEWER FENCE FENCE ':, Q \ STORY FRAME EXISTING 27 ° ! GARAGE TO REMAIN 26 PROPOSED 10 DIA. FENCE HOUSE CONNECTION 28 / :z S07°44'40'E 310.09 622.78' BY 15' EFF. DEPTH 30 so7°38'10"E ) n� 28 - ' „_._. . - - - SIGN 630 Johnson Avenue. . Suite 7 ° "rv"^ Bohemia . NY- 11716-2618 LEACHING POOL 3, _'_'_'_" _ .. __. _, ,, _ (TYP OF 5) s s_ s- s EL Ph - - 705 ..,.c_,-r_.,, ...r ,., - ,�.. - _...,_. _ -, �-._�_� rv_<;-°.°.___r;..-_� , ,,,I,r,M;�,;s° _ s_____ EXIST L �I Phone: (631) 589 6353 Fax: (631) 589 8 ,.. ROPOSED ""_' ` '_ '"•9e fer!ce V ._ s----- s-- s- s-- s \s PROPOSED NEW PROPOSED I o s PROPOSED STP s- _ S e B 8- a - a - - PUMP STATION E-mail: INFO PWGROSSER.COM ° r<tnr,�a�^t'�'c•. (; k._, s--- s- s s � PERVIOUS / RELO AT .- i s- s- -� DRIVEWAY \ , s s- s__ s s s s s OVERFLO i1 IRR WELL 26 r CV CONTROL 31 _ a 29 _ 8 - s- s- PARKING - Q O PERVIOUS /- sPROP a a \'s I I CONSULTANTS BUILDING (10'X23') \ I s r_ , EXISTING TO BE - -- O PARKING e � i - s _.c,_. ..:: _ PROPOSED ram! \ I // I �// ;�j• // s\ REMOVED r' �r 2 QOrf EFFLUENT FLOW - - o ! . y i,: ; cn METER \ `_l / ' / /• - \ i / s s - O EXISTING TO2STORY 2 Z cb i,'/ ' /' /•` /' \ -J s _ s_ _ _ s._ _ 0 STRUCTURE TO REMAIN SIGN PROPOSED O R ! I \\ I y % / / j ! ,• / j i,i�/ 29 / 6.5 ARB GE O s PROPOSED RO OSEDRESTAURANT SEWAGE o(�tS ' r / Y '/ p/ //' / / / �' -� FUTURE 1-STORY [28 J - s 215 s �REAs-- s 1 s- I / TREATMENT 3 x \ 75 \o ,j �' °PEE "AFL / /' // EVENT SPACE 27 s a s=_ o s -\ _ _ w a s\ a- /, /' ----- --I --�� 'PROPOSED ROPOSED 10' PLANT AND 100% i ----- - / / /" EXISTING3TRU R� DIA. BY 5' LIQUID EXPANSION AREA x INN 50' � o � ,' ,.'' ;'' , � �, ,� / 29_ � � i� 26 z z / '% � . z z a DEPTH GREASE PROPOSED \ O j'/ /:' ij/ '/ ( b, o / WALKWAY - TRAP WATER SERVICE '` a ° / ''� , f 3 3 gOPOSE PERVIOUS a Z Z GN 25 s / / / //// / i i , //,i/ 3- a 3 r ftE T� KING 3 Uui JU:lJUJ �IUUU[lJliJ JJUJUUJCSJil JilI;UJ t U Slat PROPOSED i 3- 3 GftA spAV�wAL}(Wv.; EXISTING TO BE > > ROPOSED MECHANICAL s \ / ! 4 (GRASS Rs) ca 3 REMOVED a � O O LAWNISCULPTURE a � ? 3 3 m WATER SERVICE 2 co 75' 50 X a s I ROPOSED S O HIGH \ \ p\F GARDEN o n r PROPOSED PERVIOU a 2 11 T - O 6 m U SCREEN s t WOODENSTOCKADE�F CE 27 ',i ' i \ n� $ W Q O W/ACOUSTIC BARRIER \ \ HOTEL PARKING > W PROPOSE x / /'� ,/ \FA (GRASS PAVERS) CONSTANT GRADE EL.30:\ HEAD BOX o O / X \ \ / \-� NEW PROPOSED DRIVEWAY w PROPOSED \ I COTTAGEI /'/ Fp M Gc AND PARKING E> J J U o PROPOSEd" HOT \ tl c 3;' U EQUALIZATION 25 / PARKING s ` 'yry„ TUB \ �A \ \CHESS BOARD /j,• �- M M M LLLL PUMP STATION \ FP F.» RD POOL CABANAS u P P F FP �Ly�w v M F PROPOSED 17 '< TW:30.s TiN:30.5 / �y `'�` - -" "" y \ O O BW:27.25 BW:2. D1=CORATIVE SHED N04_45'20"W _ SEWER MAIN \ - I // P 178.00' _ cb POND 32 3 _ � - 2 ` HOT COTTAGE /, i \ 6.5 POSED 2 2 ` PROPOSED 2.5'H / / \ r PROPOSED 6.5'HIGH P�tOUg 2s s TUB^ RETAINING WALL GRADE EL.27.5' \ /F/3�/i q L _ WOODEN cb ROPOSED -- 5 � STOCKADE FENCE w 0`N / PARaNG \ \ HOT ' 1 _ J a Y WATER SERVICE TUB w PROPOSED V / PERVIOUS LL oM OVERFLOW L 3 Z a a a PARKING -k g \ o I HOT COTTAGE3 rwn TUB POOL AREA / O 3 SIG (� I w,.•. RD o ) PLAYCO RTS o r Q 7.5 HOT , \ o o w cb J / Z I TUB \ - C o OIL G�_ w COTrAGE4 RD o o Z IL 00 LAND NOW OR FORMERLY OF BW: 7.20 BW:27.25 o w N PROPOSED D s' s HOB 1W: .5 RAMP- TW:30.5 RAMP o EU I IC LIRR / o � � �--�--��-�w-�-•-�-�'--•��---�- �-� o [2s` z o GEN TOMAS C&MIRELLA TOMAS PROPERTY ft WALKWAY tl w JOJCCCC.J° tl;.1J= Jtlr•H] ( } MV(} ([tl U Jil . JtlaJcc c ion �o'-0• J S.C.T.M. N0. 1000-63-03-14 LOCUST LANE O \ O❑^Jtl ❑ll❑OS;OUp('.C?JO❑LI J... LiCC7r}!'��'IjH�S:V'.1• 411••y Y';C 4: ❑C]tlOJ_lO❑ ❑IIL pGCGll i]. LINE Z 12 6 z O \ I T1 tt t I d PROPOSED a d P G� I PERVIOUS ARBAGC� \ i \ \- -- ___ \ l OVERFLOW o j ARE e \ \ , --y 1 29 PARKING cb 34 \ 32 �I� PROPOSED PARKING AREA 31 \ \ CD LAND NOW OR FORMERLY OF SIGN \ i M \ \ NEW PROPOSED DRIVEWAY \ JANET L. RYAN 27 S.C.T.M. NO. 1000-63-03-13 1 \ C> J r ----- ------ 00 I 22'-0• u, oo 34 --°-�- _-a--c o-a--o-a- o--o -o--o- o co _ _-o----o--n- o-a-n-o �---n---o-----n--o-o-o- - .-„-n- ol- o--•---n- o n-n i -'^-(,� ----0---u- --a--o--o---o--o--ti---n--n-- -o�-- n- o--a-o- --o- ---o--o-o-- t 1 � / N05°�'S0"W 616.5T � � � -� • 7 I I 2B 6 33 bL PROPOSED 6.5'HIGH -' --- \ WOODEN N STOCKADE FENCE LAND NQW OR FORMERLY OF \29 5 CHAE�LES W.WITZKE / 30 1 4 ADDRESSED FEIS COMMENTS 05/11/2021 r 31 LAND NOW OR FORMERLY OF 3 REVISED PER CLIENT'S REQUEST 02/18/2021 S.C.T.M. t NO. 1000-63-03-28.1 PROPOSED PILLES REALTY HOLDING LLC 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 PERVIOUS 32 OVERFLOW S.C.T.M. NO. 1000-63-03-12 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 PROPOSED SITE P LA Number Revision Description Revision Date ¢--0--o--o---o-- PARKING N05°30'5 "W 51.34' \ SCALE: 1" = 40' Designed By TC Date Submitted 01/20/17 Drawn By Date Created 33 0 40 80 TC\LT 08/23/16 Approved By Scale SCALE: 1" = 40' Client: BG AS SHOWN THE ENCLAVES y c 56655 ROUTE 25 SOUTHOLD, NY Project ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW 6.75 ACRES X 600 GPD/ACRE=4,050 GPD PROPOSED RESTAURANT DESIGN FLOW OVERALL SITE PLAN PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD SANITARY LAYOUT 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD PROPOSED 44 UNIT HOTEL 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD Project Address: 250 SEATS EVENT SPACE X 5 GPD/SEAT =1,250 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD 56655 ROUTE 25 TOTAL SANITARY FLOW = ,5 ' SOUTHOLD PROPOSED EVENT SPACE DESIGN FLOW SUFFOLK COUNTY SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP)HAS BEEN , NEW YORK PROVIDED. 250 SEATS X 7.5 GPD/SEAT=1,875 GPD County Tax Map Number: Contract Number. 1000-63-3-15 PROPOSED RESTAURANT-GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+ 1,875 GPD=10,695 GPD Regulatory Reference Number: Title of Drawing: PROPOSED 74 SEATS RESTAURANT LEACHING POOL DESIGN KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD REQUIRED: 10,695 GPD/5 GPD/SF=2,139 SF PROPOSED SITE PROPOSED 250 SEATS EVENT SPACE PROVIDED: NEW LEACHING POOLS �� ° KITCHEN FLOW=2.5 GPD/SEAT X 250 SEATS=625 GPD 10'DIA,LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) & '°''- i•=�-'_ . LAYOUT OUT A N D 2,139 SF/31.4 SF/LF =68.12 LF TOTAL KITCHEN FLOW:1,480 GPD+625 GPD=2,105 GPD FIVE(5)OF 10'DIA.BY 15'EFF.DEPTH LEACHING POOLS DEC 2 2 2021 UTILITIES PLAN �- 75VLF PROVIDED; ,}aur�lold Tovvrt GREASE TRAP DESIGN Funning Bo and 6- REQUIRED: 2,105 GPD X 1 DAY=2,105 GPD Drawing Number. o a U_ N PROVIDED: (1)10'DIA.x 5'LIQUID DEPT-I GREASE TRAP(2,500 GAL) v� � E / s • Sheet of 12 14 1 d T PWGC Project Number: w Unauftdzed alteration or addition z to this drawing and related documents AVG 1601 W Is a violation of Section 7209 LL o of the New York State Education Law 010 b. a LAND NOW OR FORMERLY OF ANTHONY FORGIONE LAND NOW OR FORMERLY OF - PROPOSED 100% S.C.T.M. N0. 1000-63-03-17.3 PROPOSED 6.5' HIGH VINCENT DOLOMITE & ILEANA DOLOP4 S.C.T.M. N0. 1000-63-03-17.4 LEACHING POOL $ - WOODEN STOCKADE FENCE I REMOVE Strategic Environmental and Engineering Solutions W/ACOUSTIC BARRIER EXISTING EXPANSION AREA EXISTING REMOVE ROPOSED SEWER FENCE PROPOSED 10' DIA. FENCE HOUSE CONNECTION 28 �! - ® • • ' ; = BY 15' EFF. DEPTH 30 S07038110"E 29 622.78 _ 630 Johnson Avenue. - Suite 7 31 1 E u- Phone: (631) 589-6353 . Fax:1(63) 589-8705 6-2618 LEACHING POOL (TYP OF 5l E-mail: INF WGROSSER.COM ^icot- '1 c 8— CONSULTANTS il\)_ rl '' r, ^t fence �' p S— s-- s— s— PROPOSED STP _ _ _. r...., s _ s— 5 S— s 5 — _rt _ — — _:. --- CONTROL 29 BUILDING 10'X23' ° — �� \ — ®/ OPROPOSEDi y _ a— s— =��— s— S— s - — 5— O \ PERVIOUS 0 OVER y- PROPOSED \ O f \ PARKING / y I EFFLUENT FLOW \ ..............� METER PROPOSED SEWAGE - \ � \ '� � Y \ \ PROPOSED HOTEL / TREATMENT 33 \ 75 Q \ \ FF EL 2 ' ° \ a s s e—9�a— PLANT .0 PLANT AND 100 /o EXPANSION AREA 50' I \ 0 PROPOSEDx I U \ 0 \ �WATER SERVICE g o \ \ PROPOSED 25 MECHANICAL \ 75' 50' $�5 g I PROPOSED 63 HI H \ \ SCREEN x S/$�8 >< WOODEN STOCKA F/CE \ ® W/ACOUSTIC BA \ \ 27 PROPOSE \ \ CONSTANT 1 I -z W GRADE EL. 30.5' O HEAD BOX \ \ PROPOSED y \ x \ `. PROPOSEDI HOT _ COTTAGE 1 EQUALIZATION % �__ PARKING y s s s g TUB \® CHESS BOARD \ 25 1 AREA - - . PUMP STATION _ ---- \ ----- PROPOSED I F ,RDD — POOL CABANN >- �"�^� \ TW: 30.5 30.5 SEWER MAIN \ _ Ile ® BW: 27.25 BW: 27:2� 32 COTTAGE 2 RD \ \ 5 ADDRESSED FEIS COMMENTS 05/11/2021 �pOSE'D 2 HOT PROPOSED 2.5' H \ 3 REVISED PER CLIENT'S REQUEST 02/18/2021 d' PRO S I 2. TUB 3 \ ADDRESSED COMMENTS DATED 1219/19 04/08/2020 pER�10� \ s s s 8 RETAINING WALL r \ 2 ADDRESSED DEIS COMMENTS 07/17/2019 \ GRADE EL. 27.5 + (1� vE �`�W Q EL; �25 \ 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 v O W u \ Number Revision Description Revision Dale � p PR 1NG a I ��`�-"'�""'""�� \ \ \ \ O TUB Designed By Date Submitted ,✓ z TC 01/20/17 v— Drawn By Date Created TQLT 08/23/16 o I / HOT COTTAGE 3 RIU E Y _ _Ig_ Approved By BG Scale AS SHOWN \ w POOL AREA C TUB \ THE ENCLAVES (1) O 8 $—S _ z \ 56655 ROUTE 25 �r I _ . F u RD ® PLAY CO RTS SOUTHOLD, NY GRADE EL. 27.5' Project: 0 1w HOT TUB I RD COTTAGE 4 O PARTIAL SITE � 1 HOT BW: �7.20 BW: 27.25 L\ PAN p PROPOSED I TUB TW: 3 .5 RAMP--- TW: 30.5 --- RAMP O g _ S-S SANITARY LAYOUT LIRR N PARKING � -�.�..,.•-.r-�,�..:�-�� _.��. a �,>..,.,.,.,,,�,,�,-�..,�..,,�_��.,.,.,�„�,�„�..,,,,,,�.. _,.,.....,,.-�..,-�,�--r1w�.._.,,..�.s...w.�,,,�.,..�,��.-�.....�.,,._.,<�,,...,,.��._..,�..,�,_.4ti..,...�„_.�.w ��,,._ ,,.,..W.....,.�r � , N AREA - - ^"` ° h f Project Address: PROPERTY 11 \ WALKWAY 56655 ROUTE 25 LINE Z 12 SOUTHOLD \ SUFFOLK COUNTY, NEW YORK 1000-63-3-15 �� ———__ County Tax Map Number. Contract Number.21 e /� I o I Regulatory Reference Number. Tiffe of Drawing: PROPOSED HOTEL SITE PLAN PROPOSED SITE SCALE: 1" = 20' " F : LAYOUT AND 0 20 40 DEC 2 2 2021 1 SCALE: 1" = 20' � - UTILITIES PLAN suutl, ld Town Plar "g E")�rd N Drawing Number: o rn 601 o m > Sheet of a N 13 14 -o gT PWGC Project Number. -' • w w Unaulhorized alteration or addition z E to this drawing and related documents AVG 1601 Is a violation of Section 7209 o of the New York State Education law 88 a 5' Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY. 11716-2618 Phone: (631) 589-6353 - Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS LAND NOW OR FORMERLY OF PROPOSED VALERIE M. SCOPAZ PROPOSED PERVIOUS FORCE MAIN I S.C.T.M. NO. 1 000-63-03-16 RESTAURANT PARKING PROPOSED 6.5' I WOOD POSTS (GRASS PAVERS) HIGH STOCKADE WITH NETTING PROPOSED 6.5' HIGH LINE OF EXISTING EXISTING 1 STORY FRAME FENCE PROPOSED VALVE STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND 01 t, REMOVED INCORPORATED INTO MAIN CHAMBER \ RELOCATE EXISTING 1 STRUCTURE o- _ -- STORY FRAME S07044,40„E\ GARAGE TO REMAIN 26 310.00, SIGN s, EXIST ELL _ iPROPOSED s PROPOSED NEW PROPOSED / � ;��well E PUMP STATION PERVIOUS DRIVEWAY \ \ I REL06GAT OVERFLOW 1� I IRRI ON WELLJ 26 I N \\ s s PARKING ., N, I \ Q W s 20'-0" \ _ I ------ � O S` s EXISTING TO BE _ Z REMOVED 2 Q .. U) cb S, O EXISTING TO 2 STORY _ 2 _ \ STRUCTURE TO REMAIN z ; SIGN a ` PROPOSED RESTAURANT r 6.5 GARB GE .� FF: 27.5 cb ---------- s e e �28 -AREA ----- - \ 47J 8 5— s S— 8_— s 8 s 8 26 s' I .s, o � - I _ ---------- RO P O S E D 10' o ! ' ----------- \PROPOSED ADDITION TO RD— o 22'-0" ��` EXISTING-STRUCTURE — 26 _C� W W D IA. BY 5' LI QU I D .slate 3 _ 0 Q Q Q DEPTH GREASE 6 WALKWAY - ? _3 _3 = TRAP 5 _ 4 _ / \ ® J=PROPO# PERVIOUS O �- 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 3 o Z 7 GN 2 ADDRESSED DEIS COMMENTS 07/17/2019 _. a 3 r--I RtMU T3�RKING Ry L 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 EJ D E D 0 C7 C' D D ❑❑ D 71! D D D D D D 0 L7 E) E7 0 D D D ❑ YD G ❑ � � L SlateL J O B 3 -� 00 Number Revision Description Revision Date r..., F'l r.. ... ... .... .... .11 1 _ ... ... ;.. ...; .. .. a PAS 4w, .: _ EXISTING T (GRASS P VERS) 1 z R POSED E � ' z WATER SERVICE 3 REMOVED 'a 0 0 a a 3 3 3— U) m Designed 8y Date Submitted co J0103 a � I-- U Drawn By TC Date Created 01/20/17 TQLT 08/23/16 D 2 11 6 L_ V / Approved By Scale ® El 0 �./PROPOSED PERVIOUS \ I o HOTEL PARKING 3 W Q C1 t BG AS SHOWN _ 0 D (GRASS PAVERS) W THE ENCLAVES El a c w 56655 ROUTE 25 SOUTHOLD, NY NEW PROPOSED DRIVEWAY ` w z w Project: a :::� r.:7 ❑ AND PARKING 3 C2 z El 6 _z J O a D ❑ I a J U U a _ ° ° U_DD 0 U_ PARTIAL SITE PLAN - - � D D / LL M M M M (LY SANITARY LAYOUT FP —FP—FP�FP F Pv. M M M M M ' M M M f `...) f..7 P FP FP FP F FP F FP FP FP FP�--FP F.—_p.__o___FP �=—_--n—._o�_a----6—n M M M M M "' M M M w C1 C7 \ FP FP FP FP C_�--o--FP —."flFP-i��FP- P ~ Project Address: SHE _ N04°45�20��VV 17s2 M, F -t- > 56655 ROUTE 25 PROPOSED RESTAURANT SITE PLAN SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE: 1" = 20' County Tax Map Number. —Contract—Number. 1000-63-3-15 Regulatory Reference Number: 0 20 40 Title of Drawing: SCALE: 1" = 20' " PROPOSED SITE DEC 2 2021 LAYOUT AND N UTILITIES PLAN tiouL (j i-6-vVn jll, nnin:? Board W Drawing Number: • m m • 'sue Sheet of 4 14 16 1! PWGC Project Number: ui Unauthorized alteration or addift to this drawing and related documents "G 1601 LL Is a violation of Section 72Q9 0 of the New York State Education Law 3 ro a AMERICAN MADE C.I.FRAME O.D.PLUS 2'MAX WITH SLOTTED COVER OR C.I.FRAME WITH SOLID w E NOTE 2' COVER BY NEENAH, (SEE E 0 CAMBELL OR APPROVED FINISH LAYER MATERIAL EQUAL GRADE I RIM ELEV. — ADJUST TO FINISHED PAVEMENT CURB LINE � •��""'' GRADE WITH BRICK FRAME&GRATE Strategic Environmental and Engineering Solutions ALLOW 4"MIN.FOR 9" 9 9 SOILS IN EXCESS OF 9"BELOW FINISH GRADE 1'MINIMUM,4'MAXIMUM PAVEMENT SUBGRADE SIZE OPENING FOR ADJUSTING OF CASTING CASTING COMPACTED TO 90%AASHTO ;,i; :, 1„;,a,t;„. .rr' / 12"DIA.PIPE AT 1.0%MIN. T-99 (MATERIAL AS PER DESIGN) REINFORCED C ONC ® . . ® LIMIT OF WORK DOWNSPOUT — — — i }� � ®© ® CLASS►V RCP PIPE SLAB COVER BY SITE CONTRACTOR DRAINAGE RINGS WRAPPED GRADE join P" — — — T-0" ,� WITH GEOTEXTILE FABRIC O.D. CAST IRON CLEANOUT WITH BRASS FERRULE MIN _: — MIN SUPAC 4NP OR 630 Johnson Avenue. . Suite 7 BACKFILL ABOVE SPRINGLINE T (CAST IRON PIPE PAINTED TO COLOR m la� ® � _ _ T — — APPROVED EQUAL #30 ASPHALT BE PLACED IN 12"LIFTS °. 1 SPECIFIED BY ARCHITECT.) ®®® ® r4- — — — ROOFING FELT 1 Boh Bohemia .. NY. 11716 26 8 L —— FIR T FLOOR - 3'o"MIN. RING DEPTH VARIES j PAST GRAVEL Phone: (631) 589-6353 - Fax: (631) 589-8705 ° AS PER DESIGN I ® ® � 6" COLLAR E-mail: INFO@PWGROSSER.COM �o PRE SHAPED FOUNDATION OR 18" GRADE 0 In 17- BACKFILL UNDER AND ® ® ® ® TYP 000 SPRINGLINE FLAT FOUNDATION WITH a ° _ _ _ AROUND DRYWELL WITH REINFORCED — D BACKFILL TAMPED INTO PIPE == GRANULAR MATERIAL --�10"� CONCRETE PRECAST CONSULTANTS HAUNCHES AT CONTRACTORS PVC(SDR18)PIPE FITTINGS SIZE TO BE ;•'� CONTAINING LESS THAN RINGS COORDINATED WITH DOWNSPOUT — — ---- DISCRETION a I _ — — 15°k FINE SAND,SILT,8� � LEACHING RING FERNCO SERIES 105G COUPLING FOR CAST ®®® ® � CLAY. (SILT&CLAY IRON TO PVC PIPE 3®® FRACTION NOT TO BEDDING(CLASS I,II,OR III) 4:_ EXCEED 5%) 4" WHERE UNSUITABLE MATERIAL a ° OEM ® � — — IS ENCOUNTERED DURING TO DRAINAGE SYSTEM _ _TMP TYPICAL 12" BACKFILL PLACED ALTERNATELY DRAINAGE RING ® ® ® IN 6"LIFTS ON BOTH SIDES OF EXCAVATION OF PIPE I PVC(DR 18)@ 1,0%MIN. ®®® ® �10"� GRAVEL COLLAR T-0" PIPE UP TO SPRINGLINE TRENCHES. t�5'-0"�' g• T-0"MIN.TO MIN.ALL AROUND i ELEVATION �— 1 GROUNDWATER LEACHING RING NOTE: _ GROUNDWATER BACKFILL UNDER AND NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. - AROUND DRYWELL WITH 12'4"0 IGRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0',THE CONTRACTOR MUST PROVIDE SIX(6)FOOT MIN. I CONTAINING LESS THAN SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO j % PENETRATION INTO 12 15%FINE SAND,SILT,& A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT ACCEPTABLE LEACHING CLAY. (SILT&CLAY SHALLOW. MATERIAL. IF SAID FRACTION NOT TO 2- CLASS I,II,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS CONDITION CANNOT BE 12'-O"DIA. EXCEED 5%) UNIFIED SOIL CLASSIFICATION SYSTEM) ACHIEVED WITHIN THE NOTE: FIRST SIX 3- SAWCUT 2'BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. FEET BELOW NOTE: PRECAST CONCRETE LEACHING RING,1. ALL DRAINAGE LEACHING POOLS TO HAVE 10 FT.EFFECTIVE DEPTH. THE BOTTOM ,THE LAST CONTINUE 1. ALL LEACHING CATCH BASINS TO HAVE 10 FT.EFFECTIVE DEPTH. FOOTING WITH THE PIPE TRENCH DETAIL DRAINAGE LEACHING POOL THE IX(6)FOOTMIN NOF DRAINAGE - LEACHING CATCH BASIN SCALE: NTS CIRCULAR WICK,UNTIL SCALE: NTS APPROVED PENNETRATION SCALE: NTS NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC Q®INTEGRATED DUCTILE IRON BEARING BICYCLE SAFE(BY FRAME&GRATE TO CAMPBELL') MATCH BASIN O.D. \ ALLOW ��O�OOQDO is"MIN WIDTH GUIDELINE ADJUSTMENT OF FRAME S 8" 50 4 S - 0 o cl 8" MINIMUM PIPE BURIAL �—8'MIN THICKNESS GUIDELINE ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILA13LE(ACCORDING TO MANUFACTURER \\ 10,-0" 1 10'-0" PLANS/TAKE OFF) RECOMMENDATION (I)ADAPTER TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED O ` #4 BARS IN TOP SLAB(4"O.C.) VARIABLE 0"•360' TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC p o o p 4, 4, /� ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS. `\ PLANS s Sti GROUT AROUND ENTIRE PIPE 18"MIN. 5 \ DRAINAGE PIPE SEWER MAIN OR i ti CORRUGATED HDPE DRAIN PIPE 1 / HOUSE CONNECTION ®VARIABLE SUMP DEPTH s OR APPROVED EQUAL I ACCORDING TO PLANS(6"MIN) 6' 0.5%MIN. 4'-0" OP ING 18"MIN. (Z)VARIOUS TYPES OF INLET&OUTLETADAPTERS 4'MIN I �— AVAILABLE:4'-24'FOR CORRUGATED HDPE (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), ) POLYPROPYLENE COATED Y" / SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC s STEEL RUNGS @ 12"O.C. ti 10'-0" 10'-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER rPIPEERT 5 (I)WATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II S (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM 02321.BEDDING&BACKFILL FOR 1'6"SQ. OPENING FILLED (I)-cRATEsrsoLlD COVER SHALL BE DUCTILE IRON PER ASTM As3s GRADE 70�0-05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 ®•FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05 WITH GRAVEL UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 3' 6 -0" '� ®•DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. 5 i SEE DRAWING N0.7001-110-065 5 ®•DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 4 FOR CORRUGATED HDPE ADS&HANCOR DUAL WALL)&SDR 35 PVC 6" ° � 'a� .4' as �' 5 8" ©-ADAPTSNGLE CAN BE SONANYANGLEEE DRAWING 0*TO3800*.TO.DETERMINE MINIMUM 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 GRATE OPTIONS LOADRATfNG PART# DRAWING# THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLASTHASPROPRIETARYRIGHTS.THERECEIPTOR 3130VERONAAVE 1 REV.T044ROOMS-UPDATE UTILITIES 04/11/2017 ppO00000DOp Op OOOppC? 000 00 00 �- YL4E;iTRiAN M:EtS fi•}0 249£MGw T00t•ttrh2t0 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TECHNICAL BUFORD,GA 30518 I� _ _SrA NOaRt; e."P=:r5 H-7° an?rCG5 T001•f To 7f7 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR PHN(770)932-2443 Number Revision Description Revision Date 1'$" 1'-6" 1'8" UNDISTURBED SUBGRADE 4,�" 6" "'S'O,+t CO Eii arF rS ;it z4 GGC 70J t.t9G21a MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,EXCEPT BY SPECIFIC l�j�OOaSt FAX(770)932.2490 _......_.. _._...._._ iAC31.+E '�..NA 744w_GD �t001116b2'9 DR<9 'IN CRATE LENT[)i/7Y "'74dtt?!"-'p 71.j 1r_:tj?5� WRITTEN PERMISSION FROM NYLOPLAST. www.nyloplast•us.com 7TrLE Designed By Date Submitted 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 1'C 01/20/1'� SIDE VIEW TOP VIEW D r�WG N0. 7007.110.192 REV B Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TC\LT 08/23/16 SCALE: NTS SCALE: NTS Approved By Scale CATCH BASIN DETAIL BG AS SHOWN Client: SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project: WATERPROOF INTERIOR FACE OF—N".. SITE PLAN CONCRETE RETAINING WALL WITH DRI-SEAL (OR APPROVED EQUAL)SILICONE EXTERIOR COLORLESS WATERPROOFING(5%). TOP OF WALL �� ✓l ELEV.30.5' ' i Project Address: 12"THICK POURED =. 56655 ROUTE 25 CONCRETE WALL 3.25'REVEAL SOUTHOLD 4,000 PSI SUFFOLK COUNTY, NEW YORK No.4 BARS 12"O.C. ;' County Tax Map Number: Contract Number. BOTTOM OF WALL 1000-63-3-15 3"MIN COVERAGE ELEV.27.25 Regulatory Reference Number: No.4 BARS 12"O.C.ALONG EARTH SIDE NOTE: Title of Drawing: ' FOOTING CONSTRUCTED ON — _ s .; 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING p7:� s A 2"x 2"KEY SOIL,OR PROPERLY COMPACTED No.4 BARS 18"O.C.6'-0"LONG ENGINEERED FILL CERTIFIED BY A SITE LICENSED PROFESSIONAL � I...- �°.dro>i'., s,• • " �/ � 2021 ' ;• :'.:: 1-6 ENGINEER. _ DETAILS . .• No.4 BARS 18"O.C. `:a:uoioici rOWn �s'�„ Fi nr,inq i30 rd o W N N N Drawing Number: CONCRETE RETAINING WALL o 0 U SCALE: NTS 'sue Sheet of c? 15 16 g PWGC Project Number: Unauthorized alteration oraddftlon z to this drawing and related documents AV G 16 01 Is a violation of Section 7209 0 Of the New York State Education Law C3 fo a 12'-105/4" 4=,-2V:2" of 2 '14 1 x AA LJ LJl MA55A6r-- RM.it C)Lno 3 ,ip - r -k ;• I Vffo 0 0 0 o ❑ o o ro CA KA5H 0 N MA55A6E W. HAIR 0 0 F-1 POOL RM. MY FACIAL RM. can 0 MAR ANDREW Vt 0 0 LL--7-- MA55A(5r-- RM. STAIRS T , ,. 71E Of 'E� GIAMBE ONE OCI A POOL & CLT Ll-1 1 Fj LLD d ASSTES II 40 I 0� Sk, ,, �� : , x�: M JUICE BAR �� *ARCHITECTS T 0 =5 "N' A Ll/ 62 Elm Street R!CMI MFNI5 MEGA. RM. TI N Nil REAR t. ChiAN6. W. CHAN6. RM. TORi Huntington, NY 11743 1111 1 r---1 STAIRS (D G Lr7' L Telephone: 631.367-0050 0 C( )D KF. Fax: 631.367.6636 ",C) L!aj NOMEN'S MEN'S FOOL GiambertoneArchitects.com POOL BATH BATH 6ym HO CD -Lpiw-7 RM, EJ Ell ............... The Enclaves 5TO%44C 56655 Route 25 Southold New York L .... ............ 16-003 04-23-2020 Issued for Preliminary Review -J 12-16-2021 Issued for Planning Board NEGHANIOAL W, XX ............... ....... .......... . ..................... ... .......... ................ .................. .. ... ........ ............. ................... .. .. ...........- ............... .......................... ........ . .... F, L ........ ........... .. ... ...... ........................... .. ............................... 5TORME .......... ........ .......... .. .. ....... ................ ........ HOUSE<EEPING OFFICE MAINTENANCE ........... .... ................... ....... -D AR 341-61t LU ir : 0 P7 14FOF N I � Issued.-for Permit 0 2021 AVGA THF, COPYRIGIff DRAILINGS SPECIFICATIONS, AND OTHER DOCUMENTS PREPARPD BY ANI)REW V.GLA-M[BERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTIIISPROJECr,ARE YNSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SH'RVICESFOKTHEUSESIOLF-LY WITH R;.SPECTTO THIS PROJECT. UNLESS OTHERWISE PROVIDED, AVGA.SHALL BE DEEMED THE AUTHOR OF,THESE DOCUMENTS AND SHALL RETALN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS. ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FM THE COMPIETION OF THIS PROJECT FOR OTHERS, ................. Plotted: 'Mursd2v December 16,2021-7:58am By: ernesto Re: 1,:\AVGACenwejobsgFnclaveq16-003\WorkirlgDr-awings\A2-l.dwg r .................. ... ............. DEC 2 2 2021 P I a Er,1,1 a L,o,'-,rd Lower Level Plan I �� As Noted C.f s. .... ...... Li Hotel Lower Level Floor Plan SCALE : 3/32"= 1'-0" <AA A2 * 1 E ;Q; 'L'w.t 4 L IZ-10/4" 1114-I I" 3/4 y2 36'-0" , tl I o 0 0 <A 0 0 O � 0 0 Qq (Dj I(eD ❑ < I 0 i HVAG EQUIP I ID \ \ = ANDREW V. a f -- Cl - i ❑ ❑ g° GIAMBERTONE ❑ a - , �." M- OI P fil EVENT ROOM - -- _., T T W-TOI_ET AL STAIRS :o o: MAIN HALL 1-0 ASSOCIATES _ b"-0V8" Bt_gy4"1 5 bl_O/8t1 5'-�4t1 AREA ❑ ❑ ❑ ❑ ❑ ❑ - ❑ u TOR I 0 PANTRY 62 Elm Street WOMENS -- FOOL BATH 3 Huntington, NY 11743 REAR ® ® r5 AIRS >3 7111 Telephone: 631.367.0050 E STORAGE ®LLU 1— , ® �_- ® ® I ® ® ® � ® . = Fax: 631.367.6636 IT- - 2 O POOL R / FOOD PREP. 25'-0" GiambertoneArchitects.com Lw ❑ ❑ ❑ RECEPTION 0000�5_ 0000i [� C>0� 000 , 1 00 ' 000 dJI I .......... _....._...... MENS l N �^ O BA�L m I o � W_T The Enclaves WAITING 0 AREA a I ° I I I I I I I _ �M ? - 56655 Route 25 Southold, New York min i COTTAGE #I IR 16-003 ® ® I I n tL_ o pfont e!!r 31-?y I I d I I I i FISH POND 10-11-2016 Issued for Permit _ _ _ 01-30-2017 Issued for ZBA&Planning Dept. =_A==1 P�REPI-AG � — — — DI—NJ tom' TDOOR— — 04-13-2017 Rev'd. &Issued for ZBA&Planning Dcnt v Xx XX '- - - --I - - - - - - - - - - - - - - ,� AFZA AREA DINING _ _ _. _ _ _ - ._. — —fi_ _ ._.. . .. . ..._._....rm...,_ _ I I ,, ", � 03-26-2019 issued for DEIS Report 03-09-2021 Added Potential Event Rm _--_ / I I III I I 12-16-2021 Issued for Plannin Board COTTAGE #2 I I _._ ... _......_... _ _.:..: . .,. _. ICI ' ..........._.. - .._.. ._...................... _...- DX1 I `1 .................---... ........... . 0 I i _ _ I . I GOTTAOE #3 I.. GOf1•EE ........................... ...... L AREA ox� I I MAIN 4 , I I BACK GHEGK-IN _ GIFT SHOP m I l • FFI I _...._ __ _ __._.__._.................._.._ ._....... ............ ...._.._ _._.., _ o 0 o a I___ �L MAN I. I AREA 3 3 I . I I w 1 i1 72' O" O I I I •. COTTA6E #4 I r 2080 O 4 I I _ �pfi Nil i 1. II f. i 1 • t ii Issued for Permit- L _ .... © 2021 AVGY I .._................................. 9 THE COPYRIG41T DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMI:*,r, i PREPAR&D 13Y ANDRF,W V,GIAn.SBERTONE AND ASSOCIATES,ARCHITECTS,V.C. - -- - (AVGA)FORTItiSPROJECT,ARE. RNSTRUMEN-25 OF AVGA. THESE DOCUVXXN. ARE.SUlLVICES FORT HE USE SOL-FLY%X'PIH RFSPECTTO THIS PROJECT. UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCL -NTS AND SHAFT.RETAIN ALL COMMONLAW,STATUTORY AND C71Fi''+ RESERVED RIGHTS'1Fi_AT THESE DOCUMEI.TS SHAD, NOT BE USED BY T OWNEi, OR 01'HFiRS , ON OTHER PROJECTS FOR ADDITIONS TO T:.' PRO;£LT, (� FOR THE COMPLETION OF T111S PROJECT FOR OTHY., Motto! Thmsday,December t6,2021-H1am By: ernesto e e ), c o r w n r I-lotel Main Floor Plan �:i� L\AVG�CurrntJots\EntavcslG-003\Wrkin�,Da ings\A22d^��t � a _ r SCALE: 3/32"= 1'-Ot' .,. -= ---- -- -. .. .._ DEC u 2 2021 X - - _ First Floor Plan As Note , AA ...._..,_�_�.,_... _..__.._...._... .......... ..__._...,.,:..._._,..... ............ __...�...._... ......__.... k ,`Q° 2b8'-7" 34'-I�/S" I'-103/" 261-O" F o^ u" 1 O 000 000 a /p(�^��J 000 .. O0 �,�/��\�/� O V V '�f ry1 M F(D0 L�l , 3 ,s I I ❑ ❑ ANDREW V. - GIA �IBERTONE ❑ ❑ o N # E ASSOCIATES MAIN HA..L cV m { \ W MAID5 UP05 O _ r IGE MA co :DD � 3 C , 3D ccRCHITECTS ❑ :❑ ❑ ❑ El ❑ „ ❑° ❑ ❑; -� TOR AREA . �, _ , 0 R ► 62 Elm Street � . E ° � . � : � . M-TOI REAR -- o N- OI T T MEETING RM.# Huntington, NY 11743 STAIRS ® ® ®> ` o ' ` { — Telephone: 631.367.0050 \ I ® ® ® ® ® ® ® Fax: 631.367.6636 / x omen to below ambertoneArchitects.com Gi o a a o o a o o 000 { F O O1000 {LP Q: 1� NG RM. #2 — f O { s t / = The Enclaves \ MEI=TIN6 W. #3 { I YET BAR — 56655 Route 25 { Southold, New York ...._ , ._._ . m I m 16-003 LEI a ? 10-11-2016 Issued for Permit r 01 30 2017 Issued for ZBA.&Planning Dept. - ...__....._ . .... . .............. XX g .....p 04--13 2017 Rev'd. &Issued for ZBA&Plannin De t A 03-26.2D19 Issued for DEIS Report w_,..........:_... ._., . .,:.,,.._ a 12-16-2021 Issued for Plannig Board 3 I I . ............. .. . . ............... .... ......... ........... .......... l ...._.__....___....._._........ ... ..............."--._......... ....... ......... ........ ............... ................ i ....... .... .. AREA m i s .,....._.._.,._. ..............._ ._ _._.,....._...__.._. _,.... ., ,. ._ y.. ............ ._. ....... .,... 'jj `S-�ERED qR � F �9 020gp4 �O-NEWN(�Q�E- Issued for Permit F .__...._.. _ .. ................ (0 2021 AVGA -M—, COPYKCHT DRAWINGS,SPFCIFICATIONS, AND OTHER DOCL''MENTS ?- ARFD BY A`r'DREW V.GUXFF.RTONF AND ASS(xLATFS,ARCHITECTS,P.C. tGA)FOR-MIS PROJECT, ARE,LNSTRU..MFNT'S OF AVGA. THFSE DOCLIMENTS ME SFRVIM FOR T HE USE SOL;~u7.Y WITH RESPECT TO THIS PROJECT.UN'LFSS Cr --RV'ISF PROVIDED, "GA SHALL BE DEEMED THE AUTHOR OF THF_SE it')CLYFNIS AN'_7 SHALL RITAiV ALLCO214MONLAW,STATUTORY AND OTHER i 1ESERVFD RIGHTS THAT TIMSE DOCUMENTS SHM1. NOT BE USED BY THE (NNER, (M MHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS 6. �'E"J,JFC7", (It POR THE COMPLETION OF THIS PROJF(T FOR OTHERS. f ! i Pbtted 71wsday,December 16,2021-8:04am By: ernesto F� -\AVGA farrent)obs\Faclaves 16-003\Working Drawings\A2-3.dwg — -- ........_....._-......_. .... ---............... I LQ 'A Frf- I r DEC , 2021 - Second 'ou"hold 10MIFloor flan `. As Noted e s Li Hotel Second Floor Plan l4 SCALE : 3/32"= 1'-0" A C; h k; i i, s AA , r / r , 1 i ANDREW Vo @{ GIAMBER,i3ONE i O f \ �t - I q i ASSOCIATES f ARCHITECTS t 62 Elm Street 3 i Huntington, NY 11743 Telephone: 631.367.0050 \ Fax: 631.367.6636 F 3 GiambertoneArchitects.com :t. ' 3 The Enclaves t 56655 Route 25 ` Southold NY 16-003 ?� 10-11-2016 Issued for Permit I .,.- 01-30-2017 Issued for ZBA&Planning Dept. v _.., _.._.,. _ .. _.._,__ _.... _ _ XX 04-13 2017 Rev'd. &Issued for ZBA&Plannin Dept._ 03-26-2019-Hotel Roof Plan ,\ \ . 04-23-2020-Mech.Equip.areas located 03-09-2021 Added Potential Event Rm \ 12-16-2021 Issued for Planning Board i , \\ I ................... ... _........_.-.......__ _.................................. ............,,,,,.,........,.... ... , __... .._..,.,......_.......... . ..........-_.................. ......................... ... . ......................_. .... ` i .. ._... .. ..... ............. ..._.__........... .. ... ......__.. ......._.......,.....,.._..._........_ ...... I \\\ I '` �' ...._ _............ ...... ._.. ,._.,....-....,, .,_.-...,................,.„,............., , .._.__._............................ ...._............,............... .. ,.... , I , \S.�EEiED Agcy J`�GENT Z � 020804 ' TFOF NC'N i s Issued for Permit ....... © 2021 AVGA THE COPYRIGHT DRAWINGS ,SPECIFICATIONS, AND OTHER DOCUMENTS PRF.PA{ED BY ANDREW V.GIANIBUTONE AND ASSOCIATES,ARCI iTTP,C'TS,Y.C. !AVGA`FOR THIS PROJECT,ARE I.1,LSTRUMENTS OF AVGA. THESE DOCUMENTS ARESRVICFSFORTHEUSESOM-Y WgTFi RESPECTTO THIS PROJECT.UNLFSS UITOMISE PROVIDED, AVGA SHALL BE DF,E.MED THE AUTHOR OF THESE DOCUNFN1S AND SHALL RETAIN,ALLC,OMMONL1IXr,STATUTORY AND OTHER RESERNT-D RIGHTS THAT THESE DOCUMENTS SRAI.L NOT BE USED BY THE OWNR, OR OTHERS, ON (3i iER PROJF•C,I'S FOR ADDITIONS TO THIS PROJFdT, OR FOR THE COMP{{PION OF THIS PROJECT FOR OTHERS. Plottsct Tbursdav,December 16,2021-8:09ani By: ernesto File: Ir\AVGA Current Jobs\Fadaves 16-003\Working Drawings\A2-4-draft_20 r Roof Flan DEC 2 20 2021 SCALE: 3/32" = 1'-0" '... :.. `, - Roof Flan. AREAS DE5ICGNATED FOR MEGHANIGAL EQUIPMENT TO BE LOCATED,HIDDEN 5'r PARAPET. 3/321I_11-0t1 e.f.s. AAZ04 �w r BDt�+ f i ANDREW Ve GIAMBER"I-rONE ASSOCI ATES I AA *ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 ❑ - Fax: 631.367.6636 &AS METER H.W.H. — — -- — Gia.mhertoneArchitects.com SOUR . -.........................-...... - . .. ......... ....... Qa..r"'i 5�/1�- �4 — — — — — — F —1 F �. TER ❑ b OIL TANK OIL TANK Restaurant ; I F JFLJThe Enclaves m � � IwXI�TINb � 56655 Route 25 - - - - - - - - - - - _ - -- - - - - - - - - - xx xx — — - — — — Southold, New York I___ 16-003 n � > 10-11-2016 issued for Permit _.. 01-3{1-2017Issued for ZSA&Planning Dept. ....... ,— — — 01-15-2019Revd&Issued for OPRHP 03-26-2019Issued for DEIS Report _ ..- ................................... .._.................. . ........._...............-........ ..... I 06-17-2019 Revised&Issued for DEIS Report 12-1&2021 Issued for Planning Board ......... -_........---....-.._.. ............ .......... ......._.......... . ..._........ . . ...... ....-----._.._. _.___.. .__.. ....._.__.............._....._. ................w 1 E.......__.........___....._ _.._......--..-_............. ........ i I 1 i ......... -...... .__........ .. . ............. -.... ................. . ...-. F i E 5(ERED AAc Root Cellar PlanENTO SCALE : 1/4"= V-0" EXISTIN6 POUND. WALL TO REMAIN ..FOFNEW -� PROPOSED NEW r-OUND. WALL Issued for Permit © 2016 AVGA THE GLIYYRICK DRAWINGS,SPECIFTCATMIS, AND O'1'HIiR UOCUMrNTS PRF,PARFD BY JA_N'DRFW V.GIAMBIWFONE AND ASSOCIATES,ARCHITFMfS,P.C. {AVC:AjFORTIMROJE(T,ARE,INSTRU?.EN-IS OF AVGA. THESE DOCUMENTS 1RE:SF_YYSCFS"T IIF.USE SOLELY WITH RESPECT TO THIS PROJECT. UNL"-S OTHUIVISE PK47MED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCI:-W-,-,7fS A.*::SHALL RETAIN ALLC.OMMONLAW,STATUTORY AND OTHER RE.SERvIX RJ(475 TILiT TI IESF D(Y'U94ENTS SHALL NOT BE USED BY THE O`X-Na, OR U.-IFRS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECC, OR MR 'n)F COMPLETION OF TIIIS PROJN.CI' FOR OTHERS. Plottel lbur Azq,December 16,2021-8:12am By: emesto File: L1f4VGACitrrent jobs\Fsnclavcs i6-003\Working Drawings\A2-5.dwg DEC 2 12' 2021� ..:i. .. 5cutricid Town Root Cellar plGnning Board Floor flan ...... .... As Noted e.f.s. 1 �r yf i A F ANDREW V GIAMBERIOl�E 1 ASS OCIATES AA E IQ b'- 5 10�-�3/4" 23'-II" V.I.P. *ARCHITECTS � E /g 62 Elm Street ; 7 Huntington, NY 11743 �� / 0 \ Telephone: 631.367.0050 � I Fax: 631.367.6636 t:.:. :. / \ GiambertoneArchitects.com � z I MANA6ER'S I I 4vi 8' Pa,, 2' 4F O1rIGE I . ......... _ . I I � .a:N;C pry:. ... � _?�?.-:> '.��. .,:Y`�§P^. :;.: '•:... .,,�;.: ��. Restaurant TAKE-OVT — _ ® I ._, _ u ---- _ The EnclavesMN� : : :..:: I I I ( fl II II II I I { I I \ OPEN TO ABOVE / I I I II II it i i ( I I :,:.:. ►>, 1L 1L I I I i l xx .:, _ - - - - - 56655 Route 2 I � I \ L 1 I / \\\\ I I KITGFN I 4 6. O"I I i I �/ \\ \ STAi , , - Southold, New York 5TAFF BATH ------ -------------------- -------------------- r a °0 1 -� 16 003 -10" n I I � I Ii 10]1-2016 Issued for Permit II ` 013D 2017 Issued for ZBA&Planning Dept. m / VINNS 01-15 2019 Revd&..Issued for OPRHP 03-26,2019 Issued for DEIS Report _ „_:_. .. _.. ..:..... .. ._. j 06-17-2019 Issued for. DEIS Report I __. .__.-_...............__..._-......_....._-____-......................... ................... ............. 1246-2021 Issued for Planning Board j 6 ......................... ........................_._.--.........................._...... ......._ _.......... ....... ._. t h,: i M I f _ . . ..............._........_ - ..__.................................... ......,.........AA , £ f E ,`BRED ARC y/ �0�5`C1�'F1�1T s O Proposed First Floor Plan SCALE: 1/4"= V-0" Tel y�Q� s a�oao� �- �F OF N- EL GI=ND: a EX15TING WALL TO BE REMOVED E..:-71N6 WALL TO REMAIN m FROP05ED NEW WALL Issued for Permit .. © 2021 AVGA THE COPYRIGHT DRAWINGS ,SPHOFICATIONS, AND OTHER DOCUMENTS PRE?-RWD BY ANDREW V.GIA.UIERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AMGt FOR THIS PROJECT,ARE IN--MUMENTS OF AVGA, THESE. DOCUMENTS ARES:XVIOTS FORT HE USE SOLELY WITH RESPEtTTO THIS PROJECT. UNLESS OT.I�M&F, PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF TFIFSF D MEX-IS AND SHALL RETAIN Al L CONMONLAW,STATUTORY A_NDOTHER RESERVED RIGHTS THAT THESE D')C:UMENTS SHALL NOT BE USED BY THE OW%-i[, OR OTHERS, ON (Mf R PROJECTS FOR ADDITIONS 1-0 THIS I Mr--Cr, OR FOR TIIE COA+P XMON OF 771IS PROJECT FOR OTHERS. PkaA 'Mursday,December 16,2021-8:11am By: emesto File L,AVGA Current Jobs\Fndives 16-003\Working Drawings\A2-5.dAg DEC 2021 Proposed First --SeLithoid iO+Nil M1 - �iz£rining Bo,jrd Floor Plan As e e £ e.f s.AZ06 F: �• t: ,d 1 a M t A N Y)"' R Ew V. GIAMBERTONE ASSOCIATES ARCHITECTS ! A E F 62 Elm street Huntington, NY 11743 ! Telephone: 631.367.0050 Fax: 631.367.6636 Li [F- GiambertoneArchitects.com ........... II k IVNINC, � I 10 SEATS Restaurant — — � PRIVATE RM. I I ' The Enclaves 1 56655 Route 25 1 1 1Z 16. to .i 1 1 I. T ( 11"JEA 1 1 DN I xx - - - - - - - - - - - - - - - - - xx Southold, New York 1 OPEN TO BELOW I i 1 ► ► ► , I I — I 16-003 4 10-11-2016 Issued for Permit I �..... .. .._.......... . . ........_... ........................................ RE ... FOOD PP. i i 01-30-2017 Issued for ZBA&Planning Dept. \\ 01-15-2019 Revd&Issued for OPRHP 20 SEATS 03-26-2019 Issued for DEIS Report _........._ .._,.._...,........... ._......w_.... . ...... . ._.... _ ........ ,,,........._ .....,...: 06-17-2019 Revised&Issued for DEIS Report ; 12-16-2021 Issued for Planning Board i I � I -......................................................_............... ................. ................ ...._ B _ I C ............................ _................... ..... ......... _............ . .. L ------- .............. fi 1 r -. ......... ...................: m.._......... .......... ........... _._ I .... .................._..__......... ........ . .. .....__....._........... ......_.................. .. ..., _.. -BED ARC ENT Proposed Second Floor Plan SCALE : 1/4"= 1'-01' 0�?Ow'I';: .t+ OF NEW i LEGEND: EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN Issued for Permi PROPOSED NEW WALL © 2021 AVGA MiFF, COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREIQ V.GtAStF3ERTONE AND ASSOCLATES,ARCHITECTS,P.C. (AVGA)FOR T US PROJECT,ARE I'vSTRU'MENTS OF AVGA. THF.SE llOCUMEN'IS ARE SERVICES FOR T HE USE SOf FLY WITH RESPF..CT TO THIS PROJHCT. UNLESS OnfERWISE PROVIDED, AVGA SHALL BE DPT-MED THE AUTHOR OF THESE ' DOCI,'MFN1S AND SHALL RET.AN ALL CONMONL1W,STATU rORY AND OTHER RESERVED RIGHTS THAT THFSF, DOCUMEMS' SHALL NOT HE USED BY THE t7WNFR, OR OTHERS, ON f 2THF.R PROJECTS FOR ADDITIONS TO THIS i PROJECT, OR FOR 'THE. COMPLETION OF THIS PROJECT FOR OTHERS. 1 Mt-xd: Thursday,December 16,2021-9:28am Bv: ernesto File: L:\AVGA Current jobs\Enclaves l6-003\Work'ig Dra wieb's\A2-i.dwg 'r Proposed Second g � r yy _„ DEC 2, 9� Floor Plan As Noted ,i e.f..s. i I wa ® i1 f 1� 147q. — , *yam ANDREW Ve GIAMBERTONE 1 ASSOCIATES F ARCHITECTS AA NEW EXI5TING 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 E Fax: 631.367.6636 t R I GiambertoneArchitects.com � I J _ J I — EXI5TING FLAT ROOF I NEW FLAT ROOF TO I MATCH AND ALIGN Yi/EXI5T'G. I — — — Restaurant I I_ The Enclaves I NG PITCHED NEW PITCHED ROOF `p 56655 Route 25 TO ALIGN W/EXIST'G. EXISTING PITCHED � ROOF ROOF TO REMAIN 7ROOF TO REMAIN _ I _ _ _ _ _ _ I _ Southold, New York xx -� - - I I xx N MWF05M EXI5TING NEW CON5TRUCTION ___........_ _.,..__._....__._......,...... __.... .._...._ ,... I I 16-003 I EXISTING PITCHED ROOF TO REMAIN I — I II 10-11-2016Issued for Permit i 01-30 Y2017 Issued for ZBA&Planning Dept. 01-15-2019 Revd&Issued for OPRHP 03-26-2019 Issued for DEIS Report 06-17-2019 Revised&Issued for DEIS Report �...._....._......__.....__ . _. ...._.__......................... ............. .._.......__.._... 12-16-2021 Issued for Planning Board 1 ..... .... ............ _._ ...._..... f i r s .................._......_. .......�__...._.-_..._.._. _.... ......._...._...... ..........,.... ..........._.._................ ...( .-.._ ............._....... ......... t .. .... ........ .. ..,.._.. ............ E AA ) j 4 ��ERE�ARC ENT io n Proposed Roof Plan t� SCALE: 1/4"= 1'-0" o2p80� FOF NEW�O E • Issued for Permit © 2021 AVGA ITIT: COPYRIGHT DRAWINGS ,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDRFW V.(.IAMBFRT0NE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)EORTHISROJE(T,ARE INSTRUMENTS OF"(,A. THF,SE DOCUMENTS ARF',SERVICES FOS T HE USE SOLELY WITH RESPECT TO T14JS PROJECT. UNLF,SS OTHERWISE PR(79TDED, "GA SHALL BE DEEMED THE AUTHOR OF THESE DOCL{M i�'PS:ND SHALL RETAIN All.COMMONLAW,STATUTORY AND OTHER RF.S�;RVI�D RIGHT THAT TI?LSE DOCUMENTS SI[AII. NOT BE USFD BY THE OW�FiR, OR O i:F_.RS, ON OTHER PROJECT, FOR ADDITIONS TO THIS PROJECT, OR MR THr, COMPLETION OF THIS PROJECT FOR OTHERS. 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XX 12-16-2021 Issued for Planning Board ._.._..................................._. .. .... ............ Iij T.ILA .. ......... ............ ____....__............. ¢ _ .+` F R FIN EELEV +O'-O" . +32.0' . ._......... ....._. .......... North Elevation RED SCALE 3/32"= 1-0" AA OFV Issud Fo,rT1.erm.1*.t.. ... O 2021 AVGA TE COPYRIGHT DRAWNGS SPECTICATIONS AND OTHER DOCUMENTS RONiPREPAIM BY ANDREW V.GIAMBE AND ASSOCIATES-ARCHITECTS,P.C. E DO( iM AVGA'FOR TIIIS PROJECT,ARE INS-BliMFNTS OF"GA. TI LS ENTS ARESOMCESFORTHEUSESOLELY KITH RESPA:CTTO THIS PROJECT. UNLESS" AUTHOR OF . V i I : E - OR 'T FOR UTiFRS.OMI� ION OF IS PROJfi(ROECOit FOR TRY, I cember 16,2021 8:40am By: ernetir(Plotter hursda ,De \Warkie Drawin s\A3-i-draf2 ..:— File: LV VGA Current obs Fnclaves16-003 f t l Proposed Hotel ISH + Elevations As Mote e s DEC � Z021 71 West Elevation SCALE: 3/32"= 1 -0"1 < � - ..Ajol xx hA --- - ANDREW t ;� ; ..-s .•,. T. E FLO F NI ELEV. +12'-6" ►Nn RTON' E GIAMBE`4 .....� 1 £ s _ z i ' ..; ....._' ; ,# ASSO �..L 1T ES i { .. i_.,,...,: i A.. I...#T F -- T.O�IR �QRFINLtI T.Q.FIR5T +01 OQR FINISH - ® HITECTS ( 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 South Elevation Fax: 631.367.6636 { SCALE: 3/32"= 11-0" GiambertoneArchitects.com £ XX i i The Enclaves j i { z i E ----� .- _ _ 5665 Route R 25 1 r, { , F _ i i t 1 > o { 1 { �} _ _ Southol New York , FLOOR jS 5H — _: — — -— — --, — � , � � E 1 { , r , i I + i i £ t xf > r I I { F —003 , - - }, —i � I TI 16 �TO.FIR51F i. — � — — — — E f 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept 04-13-2017 Revd&Issued for ZBA&Planning Dept. 03-26-2019 Issued for DEIS Report 12-16-2021 Issued for Planning Board ................ .. . _ _....._...................... North Elevation ... ............ SCALE: 3/3211= 1'-0t1 i - . ...................... ... .. ............._...___.__....... ...... ................................... .,"....................._ ......,...�' ............... .. ..... ....... ......,_...___....... ............_ ..,....,.,............._..........,............._.. .... ....._. { £7 1 ...__.... ......... ................ ....._..._-_..._.,... .......... .,............... ................... ................_ d f , ED AlgCy�T } E ,j Issued for Permit J _ .,. © 2021 AVGA THE COPYRIGHT DRAWOZGS,S3n_,.CIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDRF.W V_GIA,*A_9F.RA)NF AND ASSOCIATES,ARCHITIiCTS,P.C. (AVGA)FOR THIS PROJECT,AIF r!Q5rRC1NIENTS OF AVGA. TIIESE DOCUMENTS ARE SERVICES FOR THE USF SOJS-*J,'4.°1XTTH RFSPECT TO Tills PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHAJ.L BE DEEMED THE,AUTHOR OF THESE DOCUMENTS AND SHALL 2T:TC7% AUCVMAIONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT Tftf'SE 1X)CUMIENTS SHALL NOT BE USED BY Tl-IL OWNER, OR OTHF,RS, 0?111 0TPEF_ PROJE:CI•S FOR ADDITIONS TO THIS t PROkX,7, OR FOR TRF. COUFLF7ION OF THIS PROJFCf FOR OTHERS. Plot{ed: Thursday,December l=`�,2021-8:23ain By: ernesto Pile: L:\AVGA Current Jobs\Etmlares 16 003\NVorking DrawingW-1,dwg Proposed Hotel Elevations DEC 2� 2 2021 As Noted e.f.s. f Y a > s r i 4 AND REW Ve GIAMBER-TONE t ASSOCIATES E * ARP IITECTS I E 62 Elm Street - - -- H NY 11743 u nffnit n,O - - - - - - Telephone: 631.367.0050 Fag: 631 367 6636 ,i Giam ertone rc tects.com T.O. SECOND FLOOR FIN15H ELEV. +V-11 1/4" . r1j, - _........... i, Restaurant I U T.O. FIRST FLOOR FINISH __ T eEnclaves L..LLY. +0'-0" — 56655 Route 25 Existing South Elevation Front Southold, New York SCALE: 1/4" = V-0" } 1 G-003 S a 5 I 10-11-2016 Issued for Permit i 01-30-2017 Issued for ZBA&Planning Dept. _........ ......... ...................... ......... ..._-"-_'f 01-15-2019 Revd&Issued for OPRHP _.._ ....... ._—_._ ....._..._..._.... _ .. ................... 03-26-2019 Issued for DEIS Report 06-17-2019 Revised& Issued for DEIS Report 12-16-2021 Issued for Planning Board xxf - --" _..................... ...._....... i j 777 • is I • i f ERED A T.O. 5EWC V FLOOR FINISH ELEV. +8-11 1/4 I 8 1 , i i IssueJ T.D. FIRST FLOOR FINISH ELEV. +D'-o" - - -- CO 2021 AVGA 1 THE COPYRIGHT DI-MMUS, SPECIFICATIONS, AND OTHER DOC MENrS PREPARED BY A-\T iti V.GJAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. i (AVGA)FOR THIS MrgE ',ARH INSTRUMIENTS OF AVGA. TIIESE DOCUMENTS ARE SERVICES FORT)W LSE-SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVS)M AVGA SHAI-I-BE DEEMED THE AUTHOR OF THESE DOCUMENTS ANDBthM RVfAIN ALLCOMMONI.AW,STATUTORY AND OTHER RESERVEDRIGHTSAR7TTTSF N01BEUSED THE ONER OR OTFI, ON OTER PROJECTS FOR ADD7UM To THISRevised Proposed South Elevation (Front PROJECT, OR F(M THE (--O.WLETiON OF THIS PROJECT FOR OTHERS. SCALE : 1/4" - V-0" Plotted: nursdav,Dmrrrber 16,2021-8:32am By: ernesto - f File: L:\AVGA C==J'obs\Enelavcs 16-003\Working Drawings\A3-5.dwg Restaurant Front Elevations DEC 'A; 2 2021 I t - - - -A I S ;t.,.,e ;ic ,n ',i;t ^s. . e.f.s. A305 i k F � i ` 1 AA r > f < e ANDREW I ' f GIAMBEDA""-vLONE ' i i k ASSOCIATES f I , *ARCHITECTS � t -�- - 62 Elm Street Huntington, NY 11743 i . C Telephone: 631.367.0050 Fax: 631.367.6636 , i f GiambertoneArchitects.com _ f i i - - - LI T.O. SECOND FLOOR FINISH .. _. . _._. .-. _. .—'------ $j t E I n ' s ;i , t - Restaurantallw : L I „ I 9, _ I II i I. i I I , The Enclaves f „ I , I i r � I , • _ 56655 Route te 2 5 T.O. FIRST FLOOR FIN15H - --- - ELEV. +D'-0' — — — - — --- — T=J ' Southold, New York i Existing East Elevation (Right Side S I SCALE: 1/4" = 1'-0" 16-003 1 _....... _.. ...._............_....... ................... ....,.. 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. _ ._...._.._._...._....._-._... _._..._.................... .a 01-15-2019 Revd&Issued for OPRHP I 03_26-2019 Issued for DEIS Report F 06-17-2019 Revised& Issued for DEIS Report 12-16-2021 Issued for Planning Board AA _............... ................... ...._._.._ _...... _ .... _. ,..__.__..... I , __...______.._.__. _._.__.-.W....... m._ ___._ _....__......,....,..... ......... .._.............. ,...._ =i 4 1 - - ............__—._..._.._................._......................................... ................ ............ .. .—_....... r 't i i k - l t • i I I • I _.. ...._..................... __._.. ................._....._... , I I I I 1 i ' I A� RED q GENT cti� T.O. SECOND FLOOR FINISH ELEV. +V-II 1/4„ 0904 ' I � I , 3 , 11 I • E' i I � I I I i I. r r f I I I _ __ _ _ .�... for Permit I , 1 , ..... T.D. FIST FLOOR FINISH I; f � ; I 2021 AVGA it THE COPYRIGHT DRAWINGS SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITICrS,PC. (AVGA?PORT[ITSPRQ1(T, ARR INSTRUMENTS 017 AVGA THi;SE DOCUMI"'yn yl ARESTRVICE PORTHEUSESOLELY WITH RISPF.CT•1'0 THIS PROJEcr. UNLrSS OTHFIMSE PROVIDM, AVGA SHA(_i_BE DEEMED THE A17MOR OF THF,SF, _ EXISTING PROP05ED DOL'-I,ME.Nt'S AND STALL RETAIN ALI.CONIMONMW,STATUTORY AND OTHER j NEN4 CONSTRUCTION RFITRVI'D RIGH^s THAT TM-Ir, DOCUNI n SHALL NOT BF USED BY TIM f OWNER, OR OTITH55, ON GMER. PROJI±(7S FOR ADDITIONS TO THIS PROJI:C'r, OR FOR THE COMPTY-M N OF 'VIIS PROJECT FOR OTHERS -._..... .. __. .... .. RevisedProposed East ElevationSide) ___ . _-_ Potted: Thursday,Decemher 16,2(121-S:31am By: emesto Fik- L:\AVGA Qmmt)obs\Enda%cs 16-003\Working Drawings\A3-5dwg i 2, 2 2021 DEC - -- Restaurant - 1 ;eu'L-5i log-'.�Ii I planni ng P-lcrd Riofit Si........de Elevati*ons ............ ...... 1/4A306 " I ................................ .............. F x oil zJg'o xx ANi) R E V. GIAMBE13 I- �E A SSOCIA"I ® ARCHITECTS 62 Elm Street Huntington, NY 11743 i Telephone: 631.367.0050 x Fax: 631.367. 63 GlambertoneAric t-- ; � ects.com • - -j] T.O. SECOND FLOOR FINISH ELEV. +S'-II 1/4° - I estauran t i - I V I The Enclaves : , t - -- -- - - - ----- - 56655 Route 25 T.O. FIRST FLOOR FINISH - INV ELEV. +O'-O" - _ _ -- - -- -- - - Southold New York i i I ' -...... Existing South Elevation earrExisting Shed South Elevation Existing Shed North Elevation w _ 16 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" _Oo ,J y, 10-11-2016Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. 0 1-15-2019 Revd&Issued for OPRHP 03-26-2019Issued for DEIS Report 06-17-2019 Revised& Issued for DEIS Report 12-16-2021 Issued for Planning Board ................ .............. ..................__..... _................ .......... . I xx _ ... _...,.,._..-_.....__...._....._,_....................._................... .. I _.... .. ..... _........ ..... ..._._... ._...._..._...__.............._.... RED ApC hid : ' 1 I I : T.O. SECOND FLOOR FINISH ELEY. +V-I1 I/4N �TgTF 0 : . I , , Issued for Permit I , , : , I � � , © 2021 AV/l THF, COPYR)GUr DRAu7;NGS,SPECTFICATIONS, AND OTHER DOCUMENTS' PREPARE-D A`. ANDREW V.GIAMBDRTONF AND ASSOCIATES,ARCIIITF.C:TS,P.(- AVGAIFORTN-IPRO}FC.T,ARE INSTRUMENTS OF AVGA. THESE, DOCU]IENTS -- j ARP SPRVICFS�Yt T liI'1,F SOLPI Y WITH RESPECT TO THIS PR TIT.UNi F�'; OTHERWISE P?WEil'A, SAVGA SHAL),I?N.DUAWD THE AUTHOR" OF THES) T.O. FIR5T FLOOR FINISH _ J DOCL�.tENTS A47�SIi.'Ud.RF.TAi\, P,I.LCO1vL�IONI_AW,STATUTORY AND(7I'HF.I +0I-01 -. -.' ---.-'-_-- _. ... _-- - .. RFSIRVFD R CiM- TFV. THF A DOCL`MPMS SIIAI.L NOT BE USED BY THI 7 - T '.S_ OWNER, OR ©-IIPRS , ON OTHER PROJETTS FOR ADDITIONS TO TFM PROJECT, OR FOR ML COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: They,December 16,2.021•8:29am By; ernesto File: L:\AVGACa-Tcnt)obs\Enclaves 16-003\Working Dramrings\A3-5.dwg I Revised Pro osed Sou-th Elevation ear) Ir-7R:. 7- --' SCALE: 1/4" - 1'-0" n DEC 00k .1 2021 L__.— -� Restaurant Rear Elevations I 114" = 1F-0`: A307 . ........... . ......... 4i.,. M. f 4i f AA ANDREW VV } GIAM-rIJ '�)ffiTONE AS S OCI-tA -LA ,"'V ES f i O ARCHITECTS rq 62 Elm Street - _ --- -- - Huntington, NY 11743 T.O. ATTIC, FLOOR — — - Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com I I : T.O. SECOND FLOOR FINISH Vu� _. C. Restaurant . I , t I i The Enclaves I : ' f I : - 56655 Route 25 T.O. FIRST FLOOR FIN15H - - - -- -- — -- - -- ELi:I/. TV'—V" Southold, New York Existing West Elevation (Left Side) . .... ........__ _ ... � 'f- SCALE: 1/4" = 1'-0" , 16-003 _a f ..............._.----_—._,.......__ .............................................._....._................ ..........._...... ...........-; 10-11-2016 Issued for Permit E 01-30-2017 Issued for ZBA&Planning Dept. .`........... ....... ..._ _........_ 01-15-2019 Revd& Issued for OPRHP 03-26-2019 Issued for DEIS Report ................... - -- - -._...... .. _.._....... . ............................. ..-. ............ .............._; 06-17-2019 Revised& Issued for DEIS Report 12-16-2021 Issued for Planning Board AA i f I a k t ' r 3 s........,._ ..__....._.�................. ... .. ....,......,. .,,............. „t ... ...................._.-----'- ........_...._.,... .__.... ............ ..... .._..................... .,...,.._...,......._. :.. } L: t , 4 j ..................---......_ ............._ ..._._..-.,....,....,......... ............ .. .........i I s f._. ...................___—_......._._...................,._..-...-...-.............._..-................,......_......... .................. _..: I / [ , T.O. ATTIC, FLOOR OL _....... ELEV. +16'-II 1/2" f : ! ELI ......._............ ED ARC }{ i t` I Q * S ,jhT.0. SEC,OND FLOOR FINISH E1.EV. +S'-II 1/4" VY I El :1 I _ I • I I , , Issuedlor Permit f , I I }Y 4 (0 2021 AVGA i THE COFYMH7 DRAWINGS SPECIFICATIONS, AND OTHER DOCUMENTS o I I T.O. FIRST FLOOR FINISH I _ — — _ _ - — --— — — — PREPARED BY AL-DREW V.GIA.MBERTONE AND ASSOCIATES,ARCHITECTS, a I ! i (AVGA)FOR IM PROJEC!T,ARE INSTRUMENT'-' OF AVGA. THPSP. DOCUMENTS ELEY. +O-O — — ARE SERVICES-MT HE(.'SE SOLELY V ITTI RESPECT TO THIS PROJECT.UNiTSS i (7THERWISE PR(NMED, AVGA SHAr.T.BE DEEMED TILE AUTHOR OF THESE f DOCUMENTS AND SHALL RETAIN ALL COA(MONLAW,STATUTORY AND OTHER RF.SERVI D RaGHTS THAT THESE DOCUMI:NTS SHALL. NOT BE USED BY THE, 0"T ER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROPOSED EXISTING PROJECT, OR FOR THE COMP[1 TION OF 'FIIIS PROJECT FOR OTHERS. NEW GON51RUGTION Plotted: 7latasd ,December 16,2021-8:27am By: emesto Revised Proposed West Elevation (Left Side) File: L:\AVGACurrcntJo.... lavcsl6-003\Working Drawings..... dwg SCALE: 1/4" = 1'-0" —7�k ' Restaurant DEC 0 2021 —S ci Left Side Elevations Pl,-,nninn_, F t: d 1/4" } e.f.s. je8 . ......... .......... ............. 1