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LONG ISLAND SOUND // kgl ,30 / OP 023 peaQ O 106,0 .- w ., s �.� N/F SAMIR ATTIA \\,/ . 0 w N/F VILLAGE OF GREENPORT w 2005 FRESHWATER WETLANDS BY C .W. BOWMAN , LAND USE ESI , , AFFIRMED BY NYSDEC SITE LOCATION w \ w 1 I1 I �, �10.0, a � Q LETTER 6/20/2018 90. 1 It 71, / ---------- 7 1 ml 1 / -- !--____-_ 1 w , 1 1 f ' w 41,' 27 / � 1 � __ \\\ 1 � ' w +• w 89' � / � , 1 / \ '' `\ I 1 I / / % / w l 2 iI I 1 / / �l l ' l w \ \ \ 1 I 1 I 1 / / 26 / / / / I, w , \ \ \ 1 1 1 I I / _ / 19 // / 1 S2 - i R I I I / / 1 � , / I \ \ 1 I r I 1 8 2, / � / ^O ► ' �.� I I, w + w w ,,, + , - 2V o1 I I 5�/ \\\ 1,/'�I 1 L / 1 - �_ ' I w w ' w w w w w w w� KEY MAP .0 \V I I + � 23 \ 1 , 18 1 + Q J I `` � `\ \ \\ � 1 C` /' % 1 ' " /+ w +• ql ' w w + ' w + + w w �� SCALE. 1 " - 800' 5 Dim % \` , / / / ! / I 1 \\ � - BO' \ / 59; 1/2 24 1 `\ 29J ! / I �' a �S, / ! / / / I " + w LO N Buildable ------- w w t o Driveway tal w / \ �. L'--------J . ` ` \`tea. / + " w �' ' 1 w " + / / , Non- To / 0.0 % - _ _ _ 134_ - _ \ ( i ,, ,/' \ �s\,\ \ �' / w w w __ -- /� �-----_ " Area buildable Area Area eo• • ; _�-- ' (sq.ft.) Area (sq.ft.) (sq.ft.) I� -- `f'i. / ^ \ � -�� \ \ ?d. j �\ w/ + ' � 1 + w \ w " ,/w " w/ (sq. ) ft. ��\ __ / \\ `\ ` �� ",I I I w / .� + 1 14,247 0 0 14,247 30 \ \, /,o,� \ `��' ` \\\ \ \\\ 16 /� ^d --'i/-� _ '' 2 13,547 916 0 14,463 - ___kI ; ,5 \ 44 --,81.31 2 4 3 / i '_ 3 10,031 30,115 0 40,146 \`\ i/ \ 1' ! \- '/ M ` '` \` /'- '- `` ` i/ / r 1 �' /�� w 4 10,136 298 0 10,434 4 '` w " 5 10,020 12,485 0 22,505 \ / \ ` , I 1 f / , 6 10,232 5,501 0 15,733 / , l l I / , ", Ai 1 ___ --� \ /- ` ` / I I 11 'I- w w / �, / i �l i / M/N i l `\ ► I 42 i ` `__ \ ,' .'' �� I \ < i /'' /' ,,- \\\ " w / 7 10,066 6,976 0 17,042 � , 3 1 , / / / �s•/ / /-- 1 \ ,/ 1 \ - ,' / - 8 10,181 11,973 0 22,154 / 1 / / �5 Cb / 1 \ (' 41 �'/ \ I /' / .'� w 9 10,004 0 0 10,004 l� / 1 ' 1 '-- , _ -gg \ \ " N 10 10,010 4,292 0 14,302 � N1 _ - _ ` `\\ ,i \` �-8 Ap, -,/' �'� " N/F 11 10,190 583 0 10,773 \\\ i, l / 32 /il it R� � \` 12 10,171 652 0 10,823 0 m 1 I _ 3 VILLAGE N _J , , , / 3 3 , 1 �- ` - \ .yd'/ _ \ ��, 13 10,329 15,028 0 25,357 �� �,` l ! ! / rte. `-�1 ' i , i `\ �O `fir N_ / 0 F 14 10,000 43,747 0 53,747 '��J �/ �/ / \� I$ ; 39 i $, 40 j \\ �k �� - -----_ o� 15 10,011 4,008 0 14,019 ryp / rte,, \ I \ , \ . _ - -------- ! _ _ , _ GREENPORT , , , ^� I �\ `_ - , \ - \\ //- 0, / �\ \ - - --T� t� 16 10 209 6 410 0 16 619 n `� eo' / �J `�-� \ -- Y //09 v„v - - - --- -i `� 17 12,680 0 2,579 15,259 - �� � / I \\ s3. /6 "�'r-�___ - 18 10,034 93 0 10,127 37 1 9 - -__ �- ` �� Bo• // r I _ �+2 ," `\ / \ �� / 19 10,029 1,401 0 11,430 % �\ ��� ►1 1 -�_ _ _ _ -- �`� / -_1 <` o 12 , I 20 10,012 1 0 10,013 >---I � `\ ! ��` , m �\ � �\ � / � ` / � 21 10,017 0 0 10,017 \`\ 34 i \ `,yet `\``�,;I �' / `�\ \ 1b \` \�`\ X26 . �� \� ®"/' 22 10,023 7,050 0 17,073 PROPOSED ROADWAYUO _ `\ to \ �/ \` \` , �1 _ \\ e , 23 10,086 4,550 0 14,636 / 24 10,037 12,493 0 22,530 �' \ , `\\ ' �� - --_ _ _ __ 62 ^\ \ \\ \\ \ ` 25 13,369 0 0 13,369 \\` / / 9e' \ / \` \ \\ `` \ i i N I I 11 yo' 26 13,748 0 0 13,748 3627 11086 0 0 11,086 o �i \ , y" \ ` \ \ i , ^\ \ �\ / , -�1 _1"-_--__\N( _ �--�\ 7 \\\ \\ -� '- ,- _`�'�_ I it 28 10,197 0 0 10,197 \ ' o• `\ / ' / 1 ' 1 1 \ ` \ \ . II I �' 29 13,611 0 0 13,611 o ` � \ '$. \ � 1 1 I \6 \ \ \ w w � �5/s O ` 3 \\ \ ` / / , ��•• 1 ► 15 t i \ \ \\ `\ `'c�. \ I, + \ + \ I / / 30 10,018 0 0 10,018 � \\ ` ` � � � ► 1 1 1 \� 31 10,347 0 0 10,347 � �i \ \ 1 a� ► 1 0 \ \ \ \ + + / _ 32 10,108 0 0 10,108 6 w \ I \� /'� + w -- 33 10,021 0 0 10,021 % / �� / / 1 " :\ 1 , \ ` w w �1 LL( 34 10,006 0 0 10,006 '>/ 1 35 10,041 0 0 10,041 O 9 ,,,t TYPICAL \ `.1 ,I !\� i w +\ + - 36 10,873 0 0 10,873 , BUILDING I I' ► ' w w 1 ► i \ \ w �1� 37 10,524 0 0 10,524 SITE DATA ENVELOPE ' 38 10,076 0 0 10,076 S.C.T.M. DIST. 1000, SECT. 40, BLK. 3, LOT 1 \ ' 3 w + w ' \ + " 39 10093 0 0 10093 ` N 'eA \ `\\\ ��/ !��' \\ + w + w + ` ice- ///- /* w " w- 1- 0/1 40 10,229 0 0 10,229 SITE AREA 748,703 S.F. (17.19 A , -'<Cn ,� `\ `\ `\ "\ 41 10,652 0 0 10,652 °' EXISTING ZONING HD HAMLET DENSITY Co /e� `` - a;\ + ' I " ` ,:x'22 42 10,137 0 0 10,137 ` EXISTING USE VACANT \ \\ `\\ `\\ w " w \,�,,+ w w ' + - w 43 10,766 0 0 10,766 PROPOSED USE SUBDIVISION 2 /� w + + `\ w + w / 44 10,056 0 0 10,056 NO. OF LOTS 44 $'- °' HYPOTHETICAL WETLAND AREA 173,077. S.F. (3.97 AC) \ \ \`\ �\ \, \\ + w , o OCT. 1 7 , 201 7 FRESHWATER \ \ + ' (GREATEST EXTENT FROM 2005 & 2017 COMBINED) WETLANDS BY GARY GENTILE, \ 1 \ \ + \� LKMA, ACCEPTED BY SOUTHOLD :., \ \ + w ` \` 1 \ \ \ ` w ' w ` SEP p52018 ZONING DATA PER CODE --' % �� \ " w TRUSTEES P ER M IT#91 74A, r. .... ...___.._..._....-. ___..° k 10,000 S.F. MIN. LOT AREA 60' `\ w w + + 3/23/2018 .._ .. .. ._ .; `.....w_.,.. o.._r_ MIN. LOT WIDTH \\ \` \, w w w ' MIN. LOT DEPTH 80 `\ �` " + �� cn MIN. FRONT YARD SETBACK 30' �\ \`\ \ \`\ \�\ w + w w w w w GENERAL NOTES: MN. REAR YARD SETBACK 30' \ w w + 08/30/18 LFC REVISE LOTS PER TOWN REQUEST CFD - MIN. SIDE YARD SETBACK 15' \`-------- ��----- ' w w + " w �' 1 . BEARINGS ARE REFERENCED TO LIBER 11957 OF 07/24/18 LMY WETLANDS DELINEATIONS (2005 & 2017) CFD �- - \\ \\ w " + + +� ° DEEDS AT PAGE 433. 07/09/18 LMY WETLANDS DELINEATIONS JUNE 29, 2018) CFD LEGEND + �N 10/31/17 LMY REVISED BLDG. ENVELOPE & DIMENSION CFD Q) __+�_= - 110/24/171LMY REVISED LOT AREAS IN TABLE CFD C`�, �� oo�30 SECTION 343,51 2. THIS PLAN IS PREPARED IN ACCORDANCE WITH �� 343,58' �D� SECTION 240 10.8 OF THE CODE OF THE TOWN OF DATE BY DESCRIPTION APPROV. BY ® FOUND MONUMENT �� SOUTHOLD. THE ABOVE REFERENCE CODE SECTION REVISIONS STATES THAT A YIELD MAP IS TO BE USED FOR Q - - -~ PROPERTY LINE !0�• N/F VILLAGE OF G R E E N P 0 RT ONE A SUBJECT PROPERTYNATION OF . THIS L PLrAN IS ABLE DENSITY BE Y O r------ ----� ! / E ; PROPOSED BUILDING ENVELOPE USED FOR THAT DETERMINATION AND IS NOTrN °- I I INTENDED FOR CONSTRUCTION OR SITE LAYOUT L--------•--- N Q OCT. 17, 2017 FRESHWATER PURPOSES. o WETLANDS BY GARY GENTILE, ) 3. THIS AS-OF-RIGHT YIELD MAP ASSUMES THE 0 N �.,, LKMA, ACCEPTED BY SOUTHOLD AVAILABILITY OF PUBLIC SEWER AND WATER '����� A. o YIELD �/QP 0 TRUSTEES PERMIT#9174A, CHAPEL LANE FACILITIES. ZONING REQUIREMENTS ARE RECOGNIZED �� �' F 0 0 3/23/2018 0 100 200 BASED ON THIS ASSUMPTION. ' r'a ' • * L. K. McLEAN ASSOCIATES P.C. UN r- } 4 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 o 2005 FRESHWATER WETLANDS BY Feet G� u �Y, C.W. BOWMAN, LAND USE ESI„ AS NOTED ?�y fi ��' �v� Designed By: CFD Scale: Sheet No. o � ��� `l, 7 Q AFFIRMED BY NYSDEC LETTER SCALE: 1 = 50� 07739 Drawn By: LMY Date: OCT. 2017 Q j 6/20/2018 ESS10� aApproved By: DPJ File No. 17106.000 LONG ISLAND SOUND 3 0' 1.1, LG• - al 1023 - 6'0 SIC 0�' / # N F SAM I R ATTIA //-► / N/F VILLAGE OF GREENPORT /L. w w , w I w oO I� _ " , " w �, " �• a 2005 FRESHWATER WETLANDS BY C .W. BOWMAN , LAND USE SITE ��� / w w \ \ " w � • , , �� \ �� ESI „ AFFIRMED BY NYSDEC LOCATION LETTER 6/20/2018 2' . 101• - 500813011 w , / / w w w " \1 - 9 - - 71,42, / , ' 22 , 21 - - , •t " w 1s4• E w 41.'- - �y w - *_ I 7 , �/ / / . / / ` w ' \ C'�\ \ \ 1 I ^� 20 / / / 19 / 17 / " w ' " w w w a• w # Q 'Fj ' w N / w \ \ 2 �� 1 / ?'3 /� 26 / / ' w \ \ J• 1 ' 1.4 I / •�� / / / / ----- - ' -- � I I I w w , ' , ' " `+ /� //' I I//�I' � / / / / / / e?• w / \ \ , - / / / / / w f . w w " w w w ' " w ' / I / 1 05, / / / / / " N \\ \ \ - _ / // / 1 $ / - �// - , w , ' w w ' / KEY MAP 23v 'w , ' w l \ . C �2 Cs / / / .ON ' " /* w ,� ' * , w " w w �� J / � � SCALE: 1 " = 800' Ri --- 25 24w w " w w \\ 2 9 \\ .�y\ 0j Lot No. Buildable buildabl Driveway Area \ � Q�, iP \/ w / w \ _ _J/o' ' �/ / / _ ; \ \ ��/ �' " w w " w w w ' " / (sq.ft.) a Area (sq.ft.) (sq.ft.) w ------- \ �• s - _ - ' / / - 1, / ' " w �• /i , ' w L �' " w w/ (sq.ft.) \ _ _ 13'►' - - 0 / �e2• �• // ' ' " - " �-•/// - /w , 1 14,247 0 0 14,247 60' 1k / " , ' 2 13,547 916 0 14,463 15"RCP -. -- - \ �(�OO ` 128• ' /'I� � C- \ !� � w +. � ' �I w �' N INV=28.03 \- O\ �•\ / O - - --�" _ /^ \ \ \ti\\ \ <\ �j�j/ \ , " �� , w '- w w w w 3 10,031 30,115 0 40,146 f 'd ` / 4 10,136 298 0 10,434 .� � ' \ � \ \ 16 T ' I I w w \\ 3 O �� / �I' / \\ \ \ \ / ,•��-_� _ " w , 'I /' " w 5 10,020 12,485 0 22,505 'Yr \ ��• A. \ 44 /� / 1.3' ��� ' / ! / 6 10,232 5,501 0 15,733 w 7 10,066 6,976 0 17,042 \ / � �/ z b �• `'-- - _ / /1 $, ,� � 14 / / T ' " 8 10181 11,973 b \ / o \ �� 74• u+ ,5 / ; / //\ 15 w w 0 22,154 0,p / 1 , \ / \ \ / I // / / w ' 9 10,004 0 0 10,004 / 31 / / l l l MSN l \ L - // \ / / ' w 10 10,04210 4,292 0 14,302 / � n, N/N I \ R (/ 6• 11 10,190 583 0 10,773 < 01, / / `-/ / ••/„ / 1 ' t ' 'J ` \ // / \\'\/' \ // w ' " ,^,, _\a 12 10,171 652 0 10,823 38 - 9s / - / // w 13 10,329 15,028 0 25,357 \ / / / / / / •�, '_ - » \\ // ��, `& ' w N/F 14 10,000 43,747 0 53,747 // 32 / l ` ` - --� - ---� �-�\ V / 1 w V I L LAG E 15 10,011 4,008 0 14,019 / / 33 �" 1 \ \ '�/ 16 10,000 5,273 0 15,273 L / / / , ' $ 3 g \ \ \ / ` �O \ �� 0 F 17 11,537 1,584 1,804 14,925 J / / 1 ` 8 \ 40 �, 1 �' -- - - -- _-- ° 18 10,340 76 0 10,416 do, / r , , -� GREENPORT \ \ / / - - / t,� 19 10,020 1,227 0 11,247 \ neo• J / \\ ` '� \ �-- SO- - `V \ �,o a' \ Jo 20 10,002 196 0 10,198 \�- r �• / >12/ \ g 7 ,� / --7 �' 21 10,003 0 0 10,003 22 10,183 5,577 0 15,760 23 10,034 5,236 0 15,270 / \ '�. \ / / \ 2 6' \ v,, 24 10,211 258 0 10,469 PROPOSED ROADWAY / // \ \ / /40 1 0 / \ ''�• � '�° 25 14,858 7,104 0 21,962 \ \ � 26 13,984 0 0 13,984 �� \/ `�• \\ / i0• - - �. /^ \ \\ \\ "'� / ; 27 11,086 0 0 11,086 \ / \\ / ea• / \ \ I I- 28 10,197 0 0 101197 O � \ 36 / _ \ \\ \ � �� - / /// 29 13,611 0 0 13,611 / , (�- -_ -_ _ �� 7 \ \ �'`� , --- -Q � I �/ 30 10,018 0 0 10,018 � 0 \ � \ / �� � \ \ " " / �' 31 10,347 0 0 10,347 o O \ � \ !�'o. \ // / // � � 1 � _� \ \\ \ w ' " w /\ 32 10108 0 0 1 N � \ 35 \ / 4 , I , 6 \ � w , 0,108 . o / � 5 l \ \ i, I " � � 2 � 33 10,021 0 0 10,021 C) 0w , " - �6 --_ [ � 34 10,006 0 0 10,006 y \ / .0- \ � doo 35 10,041 0 0 10,041 \ i \ , " " " 36 10,873 0 0 10,873 9 ��"• " , \ \ \\ " w " 37 10,524 0 0 10,524 LSI O BUILDING ICAL / / \ �\ J �w1 \\ " " 38 10,076 0 0 10,076 SITE DATA / ENVELOPE // w w , " ' ' w \ \ � " ' w 39 10,093 0 0 10,093 _ \ \ w w w S.C.T.M.# DIST. 1000, SECT. 40, BLK. 3, LOT 1 3 w , I \ ��� " " w 40 10,229 0 0 10,229 ON bg \ \\ � � , ' 41 10,652 0 0 10,652 100 42 10,137 0 0 10,137 703 S.F. 17.19 AC / \ w '� - w " o S O SITE AREA 748, ( ) N \ w , , , v� 2 1 43 10,766 0 0 10,766 e EXISTING ZONING HD (HAMLET DENSITY) � / \ \\ ' 3s• w w , , �� 44 10,056 0 0 10,056 o EXISTING USE VACANT w PROPOSED USE SUBDIVISION NO. OF LOTS 44 OCT. 171 2017 FRESHWATER HYPOTHETICAL WETLAND AREA 173,077. S.F. (3.97 AC) cn GREATEST EXTENT FROM 2005 & 2017 COMBINED WETLANDS BY GARY GENTILE, ( \ \ \ ' " ' �* LKMA ACCEPTED BY SOUTHOLD D E C� l� D C� 1 \ \ 2 w 10,000 S.F. �. \ \ F w " TRUSTEES PERMIT 9174A i JUL 2 5 201 ZONING DATA PER CODE \ \ w # 8 MIN. LOT AREA 60' \ \\ \\ \\ \ " w " w , w ' 3/23/2018So MIN.MIN. LOT WIDTH \ Planning Poard own o MIN. LOT DEPTH 30, \ \\ " w ' �' o GENERAL NOTES: w , MIN. FRONT YARD SETBACK \ \ \ I MN. REAR YARD SETBACK 15 - \ \ \ \ \ w , " " " w1�- 1 . BEARINGS ARE REFERENCED TO LIBER 1 1957 OF 07/24/18 LMY WETLANDS DELINEATIONS 2005 & 2017 CFD a MIN. SIDE YARD SETBACK �-- --� \ - -" w\ w " , " , 0 07/09/18 LMY WETLANDS DELINEATIONS(JUNE 29, 2018) CFD i� - w , "� N DEEDS AT PAGE 433. 10/31 /17 LMY REVISED BLDG. ENVELOPE & DIMENSION CFD LEGEND \\ o ', - „ - - -' 2. THIS PLAN IS PREPARED IN ACCORDANCE WITH 10/24/17 LMY REVISED LOT AREAS IN TABLE CFD 1, 7d�0 53 34 W 343 51 DATE BY DESCRIPTION APPROV. BY j ® FOUND MONUMENT \� 343,58' tD) SECTION 240-10.8 OF THE CODE OF THE TOWN OF SOUTHOLD. THE ABOVE REFERENCE CODE SECTION REVISIONS o STATES THAT A YIELD MAP IS TO BE USED FOR O - - PROPERTY LINE '04 THE DETERMINATION OF THE ALLOWABLE DENSITY Q6 � __ _ --� N/F VILLAGE OF GREENPORT ON A SUBJECT PROPERTY. THIS PLAN IS TO BE E I I PROPOSED BUILDING ENVELOPE s- USED FOR THAT DETERMINATION AND IS NOT INTENDED FOR CONSTRUCTION OR SITE LAYOUT N OCT. 17, 2017 FRESHWATER PURPOSES. CO WETLANDS BY GARY GENTILE, \�I YOR\ 11 �Q LKMA, ACCEPTED BY SOUTHOLD 3. THIS AS-OF-RIGHT YIELD MAP ASSUMES THE f �� pias , YIELD M A P TRUSTEES PERMIT9174A, AVAILABILITY OF PUBLIC SEWER AND WATER �� "``� CHAPEL LANE FACILITIES. ZONING REQUIREMENTS ARE RECOGNIZED ti. ,, . 00 3/23/2018 0 100 200 BASED ON THIS ASSUMPTION. "' a :.<, '"-<\ `= L. K. McLEAN ASSOCIATES, P.C. +c / ? �= CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 O p "�,�,ff1/ N \ 2005 FRESHWATER WETLANDS BY Feet � , . :v�, _ C.W. BOWMAN, LAND USE ESI„ �`„ <b`j'' � �. 9 y: CFD scale: sheet No. N AFFIRMED BY NYSDEC LETTER SCALE: 1 " = 50' Designed B AS NOTED : > 6/20/2018, 1 SCD I�filtr�-� .._.__..._.- Drawn By: LMY Date: OCT. 2017 U Approved By: DPJ File No. 17106.000 SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET REVISION DATE T1 TITLE PAGE BHC E1 EX CONDITIONS E2 SOIL BORING LOGS E3 EROSION & SEDIMENT CONTROL PLAN , SD1 SITE DEVELOPMENT PLAN Sl SITE PLAN Sl —A (NORTH) SITE PLAN Sl —B (EAST) SITE PLAN 325 Wireless Boulevard, Hauppauge, New York 11788 Sl—C (WEST) SITE PLAN Phone 631 300 1010 Sl —D (SOUTH) SITE PLAN owner/developer: CONIFER REALY LLC 9 S2 SITE DETAILS — 1 83 E. Main Street,Suite 600, S3 SITE DETAILS — 2 Rochester, New York 14604 D1 GRADING & DRAINAGE PLAN ��d Oil <.%bYm�'.: 0'�" % Site/Civil Consultant SUFFOLK COUNTT Dl—A (NORTH} DRAINAGE PLAN Dl —B (EAST) DRAINAGE P LAN Dl —C (WEST) DRAINAGE PLAN Dl —D (SOUTH) DRAINAGE PLAN #' Dl —E ROAD PLAN & PROFILES (SITE ENTRY) L K. McLEAN ASSOCIATES, P.C. r` Dl —F STORMWATER TREATMENT SYSTEM LONG ISLAND, NY D2 DRAINAGE DETAILS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ' LS LANDSCAPE PLAN Tel: 631.286.8668 `,r ��. • ,� LS 1 —A (NORTH) LANDSCAPE PLAN LS1 —B (WEST) LANDSCAPE PLAN r LS1 —C (EAST) LANDSCAPE PLAN 'r VINEYARD VIEW LS1 —D (SOUTH) LANDSCAPE PLAN �` .k LS2 IRRIGATION PLAN NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 LS2—A (NORTH) IRRIGATION PLAN LS2—B (WEST) IRRIGATION PLAN LS2—C (EAST) IRRIGATION PLAN LS2—D (SOUTH) IRRIGATION PLAN I LS2—E IRRIGATION DETAILS >. � E ? ; r,P_ .} LT1 LIGHTING PLAN & DETAILS I 7 T1 TRAFFIC & SIGNAGE 1 W T2 TRAFFIC & SIGNAGE 2 .�-•.ter U 1 UTILITY PLA irk,- .. .wv"ll.�it" ; • A1 .00 BUILDING A FIRST FLOOR PLANconi r REAL ESTATE DEVELOPMENT, CONSTRUCTION h MANAGEMENT A1 .01 BUILDING A SECOND FLOOR PLAN .. .. ,. .. r a` _.- A 1 03 . BUILDING B FIRST FLOOR PLAN 1► - - - � _�. =i , . Al 04 BUILDING B SECOND FLOOR PLAN seal _... . l; t r� A1 .06 BUILDING C FIRST FLOOR PLAN A1 .07 BUILDING C SECOND FLOOR PLAN - . . . A1.09 BUILDING D FIRST FLOOR PLAN +r.. i .rte •'i` -.:a'> .I�:, .. '.. ... ^.t ,. n - � y1. R PLAN ., Al 10 BUILDING D SECOND FLOOR - E , Al . 2 COMMUNITY BUILDING FLOOR P /� oo LAN A4.00 BUILDING A FRONT & REAR ELEVATIONS y A4.01 BUILDING A LEFT AND RIGHT SIDE ELEVATIONS Issue ate description A4.02 BUILDING B FRONT & REAR ELEVATIONS 2/23/2018 TOWN SITE PLAN SUBMISSION . " a .. A4.03 BUILDING B LEFT A , _ . ND RIGHT SIDE ELEVATIONS 0 2018 REVISION: CORRECTED f A4.04 BUILDING C FRONT & REAR ELEVATIONS �.� ECTED SHEET LIST A4.05 BUILDING C LEFT AND RIGHT SIDE ELEVATIONS CONSTRUCTION PLANS FOR A4,06 BUILDING D FRONT & REAR ELEVATIONS A4.07 BUILDING D LEFT AND RIGHT SIDE ELEVATIONS A4.08 COMMUNITY BUILDING FRONT & REAR ELEVATIONS o A4.09 COMMUNITY BUILDING LEFT AND RIGHT SIDE ELEVATIONS ailEm issued date description 0 n a� 2 0 i= I 0 U I LL_ L� d 0 o PROJECT o LOCATION Greenpsrrt title TITLE U 0 Shelter PAGE U island Heights U) N LL C: CT N o drawn by: p FL-- 0 �� I —_ _..n..�_.._ checked by: CFD FEB71 2 201 scale: AS NOTED r - c� �- So!Lifiholcl Ta�flan project number: 17106.000 r`? - Plarinlrl;�Bfi Y � t Southold o 00 L- as sheet number w -.� iourrez.Esn,HERE Urlorme UySaIntermap,tNCREF.IEITT P,td Rt an,Esn Japan,t:4ETi..Evi,:hina eHorg t anq),Ex}S.arta, ihnilend!, � T.9apmylnda.r!;f t,_Cp.nSt,...tTAaf r..;tnt,+RoK.andthr til5thtr Cnmmumty THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION C N Y Run'u A D 0 D 0 //1 1A N R y 1 9 _ MAP OF A LICENSED PROFESSIONAL ENGINEER, WHERE TI Lo SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 0 THE FULL EXTENT OF THE ALTERATION ON THE j N.T.S. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET REVISION DATE 'I C I , T1 TITLE PAGE E1 EX CONDITIONS E2 SOIL BORING LOGS E3 EROSION & SEDIMENT CONTROL PLAN SD1 SITE DEVELOPMENT PLAN S1 SITE PLAN F-' O A D 8 Sl-A (NORTH) SITE PLAN '0\- Sl-B (EAST) SITE PLAN 325 Wireless Boulevard, Hauppauge, New York 11788 Sl-C (WEST) SITE PLAN Phone 631 300 1010 NY 1 19Sl -D (SOUTH) SITE PLAN owner/developer. 9 S2 SITE DETAILS - 1 CONIFER REALY LLC F ' E E N rno 0 'FD\ 83 E.Main Street,Suite 600, S3 SITE DETAILS - 2 Rochester, New York 14604 D1 GRADING & DRAINAGE PLAN SUFFOI- K D1-A (NORTH) DRAINAGE PLAN Site/Civil Consultant Cu"! U T 1� Dl-13 (EAST) DRAINAGE PLAN Dl -C (WEST) DRAINAGE PLAN Dl -D (SOUTH) DRAINAGE PLAN :r „ ,r .¢�,, .l.,ro ted`'' �• f '�.°'` , ,,,,'.m ,.d^`Rns. _,y -d r '4r ..n` Y-'g; - �, � '£ � � �,,�� »,�. �� �, '"� �^-;, : ,���`�x.�,-��t� --"��'��'/S..•^• � D1 E ROAD PLAN & PROFILES (SITE ENTRY) m r- � < ' � �,�,� '� " '; �_�� +FA' ''Ey. ate-•--'' zo-.' �aN�, '�`' " ✓ Dl STORMWATER TREATMENT SYSTEM L K McLEAN ASSOgATES P.C. s -x ."„ •s Vit* f '"a�P + iM' � w-�, g, r'='$,r " `t'+ '•.*f,' A fj »�,tr - 1 . � a�. �{t< " �� D2 DRAINAGE DETAILS 37 SOUTH COUNTRY RD., ROOKHAVEN, NEW YORK 11719 " 4" # b� *•+'�;r, t ;• t"lr Tel: 631.286.8668 y f,�, ,.+Y• ,�' � �" `. �`.' # LS1 LANDSCAPE PLAN Y : '' 1, � ' i �. .� �►.►r ,� '� �•f'= "' LS1-A (NORTH) LANDSCAPE PLAN x '.� �7 ,. LS1-B (WEST) LANDSCAPE PLAN .,�° LS1 -C (EAST) LANDSCAPE PLAN 7-1 LS1 -D (SOUTH) LANDSCAPE PLAN VINEYARD VIEW , � NORTH ROAD LS2 IRRIGATION PLAN ' d .� ,�f► �) 'Lr yE, 4?^K f;fYf.,. ti 9r rs -�",tea A=`'�-/'�.,r� r __ t Q, w elf }` �`: :+ �s tea ." ✓;- r'.t ^- r �.• ,� t � - � -,� TOWN OF SOUTHOLD N.Y. 11939 1 (C'I -0, rah. LS2-A (NORTH) IRRIGATION PLAN 01r' LS2-B (WEST) IRRIGATION PLAN LS2-C (EAST) IRRIGATION PLAN r . . . . '•? '�r r .>~'� ;� �,Pv_- *�..i 't4.+,w'�yyF. � „„r' •`^:6=rf„+.��� - '` LS2-D (SOUTH) IRRIGATION PLAN , ' ."kr - ,`.' - - - .__. - _ 'Y i'r==r vri �"'�",r•',�f P ' y,:,:.1 c,re'>i:. .•+ ""�' w ., - t-."'+•`' ;,,•:.. 4 OP r LS2-E IRRIGATION DETAILS >` f [ EEE EE 11 LT1 LIGHTING PLAN & DETAILS �. „_-,.,. ......,� ,r .' .�y°T "i" �6{ {F'-' j1 "iG"':�'+ r. P,,,,�,,_„�w �� '�" ...•+,>r- ..^ `'h, i ! L.rc_, t' 1 {j f. T1 TRAFFIC & SIG �C NAGE 1 ;tr �r3.f�s.' _ (• a`A ..*'�.'k'•.s�. '�'w +w`'w_'� �,;,,L4-�C �� ,S'a - ... _ � ,a.s �r . 'sem y, - �'-:.:=-.:e-�-�,m:-•---.v `�� - • . .. �. > i - =� "' T2 TRAFFIC & SIGNAGE 2 .r �, ...,+.*...:%- l. - ,'s,-` 'r'�`' j ,• ' �f 1� ;r�^ . ��a. ��_.�•� "".` .. - � N��.Pa U1 UTILITY PLAN ,• �� �- K -. .a ,nr.trabJaa, ne`'� �+:'t5°' F , � � _ .._- t'- 3 .,;. -. � A1.00 BUILDING A FIRST FLOOR PLANkonF - , �'��'�"' ` w.•'-'"'»-,r � -''"�-� �'�` "� . tE�l[tl•It Of YEIOt MfN tONt/tltl Ct10N•M4N•fiEME Mf _YEE 2 � ^�;'., -'r� .-as. < _„ ,.r �esii Imo. ...5.^- =-d�ea4bw..•..;.,.'.:;^,;.._,,,,,,,.,„ •�, � - - r. .�+,'#'•� .. � ' � �- - �- "- +. A1.01 BUILDING A SECOND FLOOR PLAN Th 't •P4 _ :_ -• r:. IJ►\ - �t - - if'�.wh• e,...wu'...."•"`"_-s-a .-,~ _ . �� �� ,� y .• ,,,_ �"-�` .,, _ _� � �' Al 03 BUILDING B FIRST FLOOR PLAN .-'n 'a" „w,,i:l�2iy <` ,411ir .}'rn >••-�. a'ia•'.•� w ,s �, •��tl. . «- xx d '$. ^ ab*. 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A1.09 BUILDING D FIRST FLOOR PLAN 7 1 >rm `a .� •'is .. s"x+ _- .-e..i: my �#. ,y,i' *,4. t,t� R.'P� ,art. °`t" ''.�"_ '.. .1"" . -� a"`w .-aaTu��.�' �'s, - +c°• "tee y*.„ •1 sem.+'.+. - rs >� ..�.,. $ R `L it ..e. v^ ^'�, '•yam-.y .A l"° •,w:L: t rFtsa,. rk 1',. ;�` �� w.� . �� '} '.• .�-'= Al 10 BUILDING D SECOND FLOOR 0 D PLAN , v{ �.r - �',M' ,,,f� 'i\r y'e.`.4 'Y� ,3 r tu:r�•. ,.�a.:,� �'f.' ?`T£6 e'1ro-� ..e ',.,` �`.a; - w t' ^a' ..s .„k°�e �. ''i ,'F° ,•�; Ana �� `s' *:,+•�s: -. . ~Y ->~ 4 3, s , s' < = J as - 'Y'` x ><:> •� ti �� >ti� :� �, -� �. -°x°• �?=L ��^ , �. - NG FLOOR PLAN �,Y -� \ A1.12 COMMUNITY BUILDI F r, < 1 � al.{� �: A: f'� •.t,*c k �-AYL'lA 1 aT '. 'k. - _ �•• ,t;r k; � `� •;#�. t > � '� , r °+",. -"`�, 't' + '•�' •r .§• .rp •.y +r':, a« ,? "..'•sa .+. r.ss 5+'.. •sy. �., ,f• r-�'' e"-'r .re`- ."r." rr, '€ '•i. [J �,- �� w-�, �°'c�.<� ,�. �.. �• ,, , '� „�. �r�.�� , �<. 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A3.04 UNIT B7 & B8 FLOOR PLANS A3.05 UNIT Cl & C2 FLOOR PLANS CONSTRUCTION PLANS FOR A3.06 UNIT C3 & C4 FLOOR PLANS A4.00 BUILDING A FRONT & REAR ELEVATIONS 3 A4.01 BUILDING A LEFT AND RIGHT SIDE ELEVATIONS v o A4.02 BUILDING B FRONT & REAR ELEVATIONS rn V NEYArn� D V EW A4.03 BUILDING B LEFT AND RIGHT SIDE ELEVATIONS issued date description v °- A4.04 BUILDING C FRONT & REAR ELEVATIONS a� A4.05 BUILDING C LEFT AND RIGHT SIDE ELEVATIONS LL_ A4.06 BUILDING D FRONT & REAR ELEVATIONS 0 v A4.07 BUILDING D LEFT AND RIGHT SIDE ELEVATIONS U_ U Y LL_ FE A7' 2018 A4.08 COMMUNITY BUILDING FRONT & REAR ELEVATIONS of A4.09 COMMUNITY BUILDING LEFT AND RIGHT SIDE ELEVATIONS Oi:'.a I'•.:1 O PROJECT �t ¢ C6 LOCATION 1 _ 'r •J' i Greenport C le TITLE U O° �� PAGE Sneltar w Hef rpilx In drawn by: O O " checked by: CFD D scale: AS NOTED �° j FEQ 2 3 2018 project number: 17106.000 Q) $rNllnr ld Southold Town ' � - .- � Planning Beard sheet number P 00 C btr Sour. E:r.Fc EDxL,ne U55i,Ic=mp.11lt-EH7TP'4fu Ente rtAET1.En,C.xa,H=.r; an r Eirll'.w.a.E:nm.e'aa• THE EDUCATION LAW OF THE STATE OF NEW YORK O L S , '.k�•,r,k}e, 14 THE A:•w�n,,r39u•AS,h,r l.n,wrur. PROHIBITS ANY PERSON FROM ALTERING ANYTHING N U IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 06 1 LOCATION MAP OF A LICENSED PROFESSIONAL ENGINEER, WHERE TI N � SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE -0 v THE FULL EXTENT OF THE ALTERATION ON THE O DRAWING AND/OR IN THE SPECIFICATION ,Q) i N.T.S. (NYS ED. LAW SECTION 7209-2) SITE LEGEND: PROPERTY LINE EXISTING CONTOUR N/F SAMIR ATTIA � (SCTM#1000-40.0-03-02.0) EXISTING WOOD LINE O x3306 29.68 PROPERTY LINE TYP. SOIL BORING/TEST PIT LOCATION x ( VACANT PROPERTY �� (SEE SOIL BORING LOGS FOR vll I I' � (0 / , ' �'�C� O� ADDITIONAL INFORMATION) \ N � x� X3317 1(j4�3D,9$ -tea,, x1655 r W -__......_................. EXISTING WATER MAIN S y''•� 31.61' I I 1 `a,1 T G. l (....(, 8 r /pp � �:;: EXISTING GAS MAIN X�3 i3 <,.. . .a„ .F..,�. ro... x14.22 �T r X 18.47 x3323 { tff ,"1� 31788Wireless Boulevard, Hauppauge, New York 31.97:/: I }' 1 "`' '•, >,x 14,87 21,3,11 lel 1, x'°•�f-, x12.02 XIP.97 '� l,v- �,, �r EXISTING SEWER LINE Phone 631 300 1010 j .. .»� 7 427. , : ` '- �° - •/ x 2224 x 11.61 Is I »« , .z2H«.. �` ' NAIL FN '� S `� '7 / x 73.65 %73.71 2 4 y) Az/_ owner/developer: X 2401 x19.84 m �. �}; 00' EXISTING SLOPES >20%Vx1563 X,4.08 y ,t'-' ' , / /� F) / CONIFER REALY LLC �� �, A, TOWN OF SOUTHOLD }'� 83 E.Main Street,Suite , 4604 �l Q,4�� Xi, i M33.38 (1011 N �...,`.✓ X14.41 J X11.77 �,, t rNll•, 4 Z �•4P,I € '' '`"..t,../ X15.72 x74.04 X1302 �S''! II °ya VILLAGE OF GREENPORT LIMITS Rochester, New York 1 x14,59 .' .. �- .. X24.7 x2270 ",l Zr.•, .,i r � . X&10 t. 3 , `I• / �)•�'a4 I 8 x 17.70 i / X181e � FLAGGED WETLANDS Site/Civil Consultant X 21.46 X q_"- x% )+ } 4..{ x,58.2 (OF OCTOBER 17, 2017) 3 x12.97 '20._-_ xu,73 ,/ 4 x 3355 E '/ I ~� X .8P/ f x 1A32 592 �N /,• ti„ ,, �I I I ;� I WOODED AREA x16.24 X1,.1, 42 x2362 GENERAL NOTES: I, WETLANDS AREA - .46 \ X 1,•99 L K.MCLEAN ASSOCIATES, P.C. / I G�4ti2� / '6.76 ,;;...W x1251 I I 2 , % - '`, �°��'i ,. 1. S.C.T.M.# 1000-040.00-03.00-001 .000 3229 X X20,51 X76.54 ./j •� / {� r`t J - r 2. ALL PLAN COORDINATES ARE BASED ON THE LONG ISLAND ZONE OF THE LONG ISLAND. NY %12.73 / e ,...�' ,,... / X17.72 X13:1.7{ ( h x2369 ) ,- NTRY RD., NEW YORK STATE PLANE COORDINATE SYSTEM (NAD 1983). BR OOKHAVEN437 SOUTH C NUEW YORK 11719 31.�3'Jf C] I ,' •°`=� 26 X21'95 X,$97 90 .�� ,--� 3 UNAUTHORIZED ALTERATION OR ADDITION TO THESE DRAWINGS IS A VIOLATION x2429 x26.70 x17.73 S Tel: 631.286.8668 332,19 �i 33, %' / AP-10 , k12 '!✓✓✓//// ,2$4 < OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. qq T x13.13 .,^ 4 �'. ��" :. 4 MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. �•,.Q�' ..m 5. VERTICAL DATUM IS BASED ON NAVD 88. 87 ' X,(� O ,/, x19.88 IX 25.07 x 2107 ? .:'.�/�a � "�,` // 3367 i I I ^.� �� X2330 t •90 --� � ; 6. HORIZONTAL DATUM IS BASED ON NAD 83. "ORIGINAL" O -t,...,.^./".l,-..,r•('l%"Y' x 17.76 .) / '° / ,/ "ORIGINAL" X26.66 A, " <. / - 7. COPIES FROM THE ORIGINAL OF THIS SURVEY NOT BEARING AN ORIGINAL VINEYARD VIEW x2$.19 XZS40 �' - 's }'r t5, / `t f r1 fr rr fr C ; A x1$•26 X/654 X1705 r;- OF THE LAND SURVEYORS INKED SIGNATURE OR EMBOSSED SEAL SHALL x F"' �6 x1H,P5 " NOT BE A TRUE AND VALID COPY. ns X3 �g27 X2097 I X1587 x1927 ,/ NORTH ROAD 3253 (_ J�2 00 X26.19 5 ! Xls.ol ��, 'IIN&CAP x9.83 8. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF NOV. 13, 2017 BY L.K. TOWN OF SOUTHOLD, N.Y. 11939 ( P9 x D.I7 x16.13 1 x19.19 x'11+D McLEAN ASSOC. P.C. �o�j J -'f x2A� x20.b4 �l v� ,... 9. TOWN OF SOUTHOLD ZONING CLASSIFICATION R-80. 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' ' x 12.33 "° X 11.1 X 7.06 gyp, II g/' 29.92 X28,15 X21.45 0p X •i "r x 35.52 x 3,.66 (//3 "8/h x26.14 It M92 x 2730 X 2523 X 14,23 X8.91 3516 I I"✓ x 77.15 r< / % C_ r l X 14.,3 x 708 x3513 ' , :X29.70 1 �� x15.10 WETLANDS AREA x 37� / x$6. /1 X28.00 %18,08 xI6P4 X15.58 �, x13.7f� %11.20 �# \ x 16.54 x 1533 72 { l ®� ,M / t/'ir29.11 26 x2771 x24.22 `Y-`Y"'},- I •/ 4D+c X 2775 ~Y` x 13.P2 5 / 7 `I'/ > ' x 2177 , X 16.1 }'`�.�...t x\ O 6 X� 1 'I, J x23.77 x24.41 Q �,.•�,R ` ^� X6.20 a yap ( A x 24.76 TP_2 X 16.73 x 15.61 \} 353, E 46 x 3398 'S x 10.5 N I� 1 x36 ' 'X2767 %2562 TP-1 x16.18 ' € A �6 r-� '°.� issued date description C rr x 35.33 jjJ N Y 1,."y" x 12.76 I lJi� x 38,79 } d,X 25.26 r N �J �� x 1743 Y )(3536 x 31.18. x 17.]7 -^. x 13.90 , 4, X26,01 X18.50 � � 59: � x2587 Xt. ! x8.88 -+-+ x ! .36 x 34.25 1 x 24.37 !�i� } ,,.224.8]• X7835 Y` , ca, 35Ji I x 295 O �� I ' / / X 23.96 x 22.42 r }" I• X3562 , X2507 t' x 25.06 x 19.36 D x 17.52 x 1332 / X/2dLI x 18.73 74 'TX C/- x3210 X24.74' %77.65 }/ X33.17 xP6.75 X2. /t.....),..,I�,,..7.,.,1t-..r t` X2398. 1 x 1834 •7n .07 l /X37.67 �µl f... ,..r �.,.. %1073 , l'' x 1704 `� 1 I %19.48 , w x 3555 93',71 X336.0 /�� •%, x 24.95 �`' %PP7. %2389 x18.b4 f / °� x2358 %24.21 X 23,47 X 18,32 6 , X7,.17 (� 36.251 II E @ 4/ i/ A r x {3 X17.35 %18.53 x1599 y j X28.04 x25.97 1 X24,02 X2'� x175' X19.33 OCTOBER 17, 2017 vs ; ' CO co i II it , c�LL_ 7 X2291 FRESHWATER WETLANDS x'8,65 X173 ! � N ' y x 2365 X 1092 ,r•' Q 1 : r %30.5 , ' / ; �jy X27'98 BY GARY GENTILE OF LKMA 1 %8.54 O 935.82 7S 6�%18.52 x36.84 f �� `r x78.89 x17.63 , / 1 ( x2211 / x/,.9 / O { x 537, / X7727 x16.17 x17.es ,t. X 2360 `/ ,rte' X 18.03 �x 73.92 a' ^ %LrF9B2 X 2241 x, ,19 x2369 x10.}3 (}j x3525 J '~ %19.16 \ ` O T�,�I t :f x 26.44 .� / x 18,51 %76.81 i x24.66 �J �" ,r x17.95 J..` tItIP.. WETLANDS AREA X2255 �1'k 2.3 �ti - x,392 ` x9.59 x 18.87 y✓} x1782 . x31.29 4l� -t_., x2217 0,� <' �..,t._,x.....��._,�._s.,.�..,,,�s..r�-��.��--"-�`����r WOODED AREA XIB.2D x,6,g¢� 4 �= t r _ U EXISTING } x 36.51 x 26.64 (n 38.90 %21.89 - f Xx.., q X3501 \ 19 1i 3623 /`'t�. x 36.75 X 2735 x 2331 `" -/ 19.71 lV X 1s 90 x 14.76 �' x 18.26 X 1805 i '� x 11.20 16.54 -� %24.65 ., ,.''� b. )- �.. //` T11 f ,/� s./ �..., x 1521 ,' ( I- 3 � i 1 X 2235 ` 1, p { 4 y } q� •X t I \ ry l ,�;.•, "I %/-%`. X 158+ - ��� /�/� ' � f. 2,'- \ x26.01 , , / L.r`"... ,..^''^" ? �,..i� a �� x1720 ,.( x,4.07 M ! �"IC 3237 f` x34.66 l X22,19 \,.{ X18.27 10 F CONDITIONS 1 3 3 x 39 ! / F-� / %11.46 ' X 36.62 < Sa•94, !•/, ' x 20,4 x 19.13...,; � - �IqN°� o c I / P t 134.92 77 0 }_.i , %17.17 /� '/(../ 3531 .,q/ x 2702 '' "�.,../ N b x 1590 x 1307 1. \ 0.10 w! X16.23 , 7 0 qy x1339 ..,E 1 %18.23. r / �'F x1730 •0\ ti -1-+ �� e.. / x 2579 x 2366 / x 187�._� :Y .X 10.83 /QO/� 0,> C x3;4/Y /W(;n 9x12.76 ` \ J M }vim, i'lVv, ,/ , A -,t l x1367 �� x 2752 7 U P�l_7N. { ll)• /' 29,45 x1515 ( f . X 38,3 °M ./// 6 / a� x 18.57 x 1576 , x 1528 x 1502 `� y,s...l„,�.,l�r..,l ' i`r x232, X1e. �' G" ° WETLANDS AREA X,662 x,7BD J X3934 ///y/ ,' / , 2 .,am-rm .1e,:..:.^ , tl` rr Sl %1561 t'/ x1.1 /X 6 x2556 .7(1555 �-• f %18.28 ` w '+m,a„»;.,.,, x 10.38 (•, x 1227 ! 31 // f / ✓/ / / 30 X11.48 `M X16.32 �� ..i6" ' LMY V x14.15 drawn b )1.37 , o K r; y: / , x30.8D x21. X18.78 x1741 x1511M"Waw l.::'6 1111 / %9.54 •U) , x2$.,7 X238, 6 x19,72 �1YY , ° e ,.4.., ./.p x9.53 ~.t 11::03 _ / checked by: CFD /// � i, Q x 37,9 / !/x 32.6@ / x14.52 x9.10 / %14.09 7 t 7 X11.95 x 1353 oscale. AS NOTED x1566 x8.77 �'�► E(sE� O ' l x11.56 w %U.IS N/F VILLAGEOFGREENPORT4.> `;"�Ij / 5 X1.78 FEB 2i 2018 1�1ob.000 x250, l x76.50 ( x144 Y aen®" x18,5 X 124D t' / project number: o x3722u X2161 (SCTM#1001 -01 .0-07-01-1) x 1532 x1852 0171 11.3 �' ~`"' .�,. ,2 ^',0 „i r / °l.3 .� x 32.bf tom.. / 4 ' X28.62 -,A._,F 7�/ Iy'? .._...._..-• /, I_ h ®s1, :x19.69 x!837 ' �_l..f x11.31 .99 j..•�...,,.....J...,%10.89._..-....._..r..._„t SouthDltl Town a �► ry _ *J / Planning Board r, / x31 "'ate° 4 F`'� '*...r s_i_' / x7.71 ►8.25 ,` O ,_t �._� ,,r... sheet number O 0 *2642 �00 200 THE EDUCATION LAW OF THE STATE OF NEW YORK LL_ \ �. PROHIBITS ANY PERSON FROM ALTERING ANYTHING Feet . ,, M.S;• IN THE DRAWINGS AND/OR THE ACCOMPANYING a E1 "gyp J'''y r SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 00 C OF A LICENSED PROFESSIONAL ENGINEER, WHERE o � SCALE: 1�( -501 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE ,Pn DRAWING AND/OR IN THE SPECIFICATION N ++ (NYS ED. LAW SECTION 7209-2) N 5 1] 0) �, LL_ 0 .. :. . Foundation - Foundation Foundationi d Founaton - Design,P.C. Desi n P.{.i -W„ �' td Faundatlan7 77 9 r Design,P.C. Design,P.C. Design,PEC. St'xL-rfDRQ1K-GRW14DWATER SOIL•EEDROCK•GROUNDWATER SOIL•ENEDROCK•GROUMWA'ER 9011•BEDROCK•C, OW DINATLR SOIL-BEDROCK•GROLM WATER Test Pit Log EXIST. GRADE: 16.87 Test Pit Log EXIST. GRADE: 26.72 Test Pit Log EXIST. GRADE: 20.11 Test Pit Lo EXIST. GRADE: 20.86 EXIST. GRADE: 20.44 Log Test Pit Log Project No. 4402.0 Page 1 of 1 Test Pit No. -rP18-1 Project No. 4402.0 Page 1 of 1 Test Pit No. TP18-2 Project No. 4402.0 Page 1 of 1 Test pit No. 618-3 Project No. 4402.0 Page i of 1 Test Pit No. BIS-4 Project No. 4402.0 Page 1 of i Test Pit No. Bi6-5 Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard view,North Road/County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold,New York r' Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client ^Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Li /^�i Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloud 30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1.24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Say Date Started 1-24-18 Completed 1.24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor _TerryContractirV&Materials Equipment CAT 325DExcavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor TerryContracting&Materials Equipment CAT 3257 Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 3251)Excavator t Depth Depth Soil and Rack Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Below Sample of Below Sample of Below Sample of Below Sample of Below Sample of Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks TOPSOIL 0'6" TOPSOIL 0$" TOP50IL 0181, TOPSOIL 06" TOPSOIL 0110" Firm tan light brown moist SAND,little m-f gravel,trace silt Firm tan damp SAND,trace m4 gravel,trace silt Loose tan-orange-brown moist SAND,trace m-f gravel,trace silt Loose tan-light brown moist SAND,trace c-m-f gravel,trace silt Loose tan light brown moist SAND,trace c m f gravel,trace silt r' 325 Wireless Boulevard, Hauppauge, New York 2 2 1 2 2 1 2 1 11788 Phone 631 300 1010 3'0" 2'6" owner/developer: 4 40" q S-1 24 40 Compact Can moist SAND,little m-f gravel,trace silt Firm tan-brown moist SAND,lithe m-f gravel,trace silt Firm tan-brown moist SAND,little c-m-f gravel,trace silt Firm tan-brown-orange moist bb wet SAND,little c-m-f gravel,trace silt ' CONIFER REALY LLC " 40" S-1 2'-4' Firm light grey moist SILT,little m-f sand,trace day Co 4 83 E. Main Street,Suite 600, Rochester, New York 14604 6 1 6 1 6 6 6 Site/Civil Consultant Firm orange-tan saturated SAPID,little silt,little gravel,trace clay B B8 8 GO 106" 100" 100" . 100" 10 Test t terminated at 10 6" 10`0" � Test pit terminated at 10'0" test pit terminated at 10'0" Test pit terminated at 100" Test pit terminated at 10'0" ° L K MCLEAN AssOC ATEs, P.C. Notes: Noes: Nates: Notes: Notes: LONG ISLAND, NY 1, Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1, Sides collapsing upon completion 1. Sides collapsing upon completion 437 SOUTH COUNTRY RD., 2. Waterat80", 2. Test pit dry upon completion. 2. Dry on completion. 2. Dry on completion. 2. Waterat 96". BROOKHAVEN, NEW YORK 11719 12 3. Staked locations and elevations provided by L.K. McLean. 12 3. Staked locations and elevations provided by L.K, McLean. 12 3, Staked locations and elevations provided by L,K. McLean. 12 3, Staked locations and elevations provided by L.K.McLean. 123. Staked locations and elevations provided by L.K. McLean. Tel: 631.286.8668 µµ VINEYARD VIEW " wM' :. Foundation NORTH ROAD �__.......,Foundation ' Foundation �.,w.,,� Foundation ' Foundation . . Design P. Design, Design, Desi n P C r (f /+ TOWN OF SOUTHOLD, N.Y. 11939 5IXL•BEDROCK.GROUNDWATER •� r ' ' D�eslgn,PECE SOIL•BEDROCK•k3toUNby'dATER SOIL•BEDROCK•gtOL4Jbl•tA1gI. Test: Pit Log EXIST. GRADE: 21.62 SOIL•MDRC✓CK•GROUNDWATERSOII.•BEDP.00K•GROUMWATER Test Pit Log EXIST. GRADE: 20.27 Test Pit Log EXIST. GRADE: 20.62 Test Pit Log EXIST. GRADE: 22.70 Test Pit Log EXIST. GRADE: 22.67 Project No. 4402.0 Page 1 of 1 Test Pit No. 818-6 project No. 4402.0 Page i of 1 Test Pit No. 618-7 Project No. 4402.0 Page 1 of 1 Test Pit No. 618-8 Project No. 4402.0 Page 1 of 1 Test Pit No. B18-9 Project No. 4402.0 Page 1 of 1 Test Pit No. B18-10 „ ; -,,vw Project Name Vineyard View North Road/County route 98 Southold New York ';%%i!%" f ii% ] Y /- tY Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View,Porth Road;County route 48,Southold,New Yak Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold New York ;0' Di✓ Client Conifer Realty LLC,IODO University Avenue,Rochester,New York 14607 Client Conifer Reeky LLC,1000 University Avernus,Roctlester,New York 19607 Client Confer Realty LLC,1000 University Avenue,Rochesber,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochesinr,New York 14607 Client _ConiferRealty LLC,1000 University Avenue Rochester New York 14607 ; .;:;- Elevation Weather Cloudy I 30 Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy J 30s Technician T.Beyer Elevation Weather Ckwdy/30s Technician T.Beyer Elevation Weather _ Cloudy/30s Technician T.Beyer i �; � -.'`- h Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-2+18 18 Operator Jay Date Started 1-24-18 Completed 1-2+18 Operator Jay Dato Started 1-24-18 Completed 1-24-18 Operator Jay Subcontractor cti &Materials ui A Backhoe Terry Contracting Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rack Classifications Depth Depth Soil and Rack Classifications " Below Sample of Below Sample of Below Sample of Below Sample of Below Sample of Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Ramarks TOPSOIL 0'8" TOPSOIL 10" TOPSOIL 1'0" TOPSOIL 06" TOPSOIL 0'6" Loose tan-arange-brown moist SAND,little silt,trace c-m-f gravel Firm to compact grey damp SILT,some clay,trace course sand,trace Firm tan-orange moist SAND,little silt,trace m-f gravel Firm tan-orange moist SAND,little c-m-f gravel,trace silt. Firm tan-orange moist SAND,little c-m-f gravel,trace silt. fine gravel ■ e 2 22 2 conif er � . ,. REAL ESTATE DEVELOPMENT,CONSTRUCTION A,MANAGEMENT 4 Firm tan-brown moist m-f SAND,little c-m-f gravel,trace silt. 3'0" 4 4 4 seal /��NE I✓\� G.Dl rpl�\ 6 6 S 1 4'-6 �On: t4 80" $0" " r'' �a• 8 B Fi:m light brown-grey wet SAND,little c-orf gravel,little silt 8 Firm light brown-tan saturated SAND,little c-m4 gravel,trace silt Compact light brown wet to saturated SAND,little c-m-f gravel,trace silt \��C f~;j;��V�' 100" 100" X00" 100" 10'0" ,. 010 Test pit terminated at 100 0" Test pit terminated at 100 0 S-1" , Test pit terminated at 1010" Test pit terminated at 1010" Test pit terminated at 100" issued date description t3'-10 S-1 8,-LO' Notes: 2/23/2018 TOWN SITE PLAN SUBMISSION Notes: 1. Sides stable upon completion Notes: Notes: Notes: 1. Sides collapsing upon completion 2. Dry upon completion, 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides collapsing upon completion 2. Waterat 96 3. Staked locations and elevations provided by L.K.McLean. 2, Water at 80'. 2. Water at 8`0 2. Waterat$0". 12 3. Staked bcations and elevations provided by L.K,McLean. 12 4. Standing water was observed adjacent to the test pit. 12 3. Staked locations and elevations provided by L.K.McLean. 1 1 12 1 3. Staked locations and elevations provided by L.K.McLean. 1 12 1 1 3. Staked locations and elevations provided by L.K.McLean. Foundation r_.. .., Foundation F"I Foundation f.__ _ Foundation D Design,P.C. Design,P.C. �5, y y N esign,P.C. Design,P.C. I � Project No. 4402.0 Pae 2 of 4 Test Boring No. 818-1 CONTINUED issued date description j 9 9 Project No. 4402.0 Page 3 of 4 Test Boring No. 618-1 CONTINUED Project No. 4402.0 Page 4 of 4 Test Boring No. B18-1 CONTINUED BoringLO Project Name Vineyard View North Road Count Route 48 Southold New York Project Name Vineyard View North Road Count Route 48 Southold New York Project Name Vineyard View North Road/County Route 48 Southold New York 9 EXIST. GRADE: 32.09 Client Conifer Realty, 1000 University Avenue Rochester New York 14607 Client Conifer Realty, 1000 University Avenue Rochester New York 14607 Client Conifer Realty, 1000 University Avenue Rochester New York 14607 mProject No. 4402.0 Page 1 of 4 Test Boring No. B18-1 Elevation Weather Cloudy/30's Engineer T.Beyer Elevation Weather Cloudy/Ws Engineer T. Beyer Elevation Weather Cloudy/30's Engineer T.Beyer I Project Name Vineyard View North Road Coun Route 48 Southold New York Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis LE_ Client Conifer Realty,1000 University Avenue,Rochester,New York 14607 Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Rig -75 Truck Rig Drilling Company: Target Drilling . Groundwater:6'0" Drilling Equipment CIME Drilling Company, Taret Drilling Co, Groundwater:6'0" Drilling Equipment CME-75 Truck Rig Elevation Weather Cloudy/30's . Engineer T.Beyer U Date Started 1-24-18 Completed 1-25-18 Driller J,Loomis I Blows Per Six Inches Visual Soil and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications U- Drilling Company: Taret Drilling Co. Groundwater:6'0" DrillingEquipment CME-75 Truck RigN le Depth Lr- am P P N Sample Depth N Sample Depth 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks I Blows Per Six Inches Visual Soil and Rock Classifications Ft. Ft. 0"/6" 6"/12" 12"018" 18"024" Value No. Remarks Ft. 0"J6" 6"/12" 12"/18" 18"/24" Value No. Remarks O N ample Depth 9 10 Stiff grey moist CLAY, little silt,trace m-f gravel Very dense light brown saturated m-f SAND, little silt C� Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks 11 15 21 10 30'-32' CO O WH 3 TOPSOIL 110" 2 4 5 1 0'-2' Loose brown wet c-m-f SAND, little silt, trace m-f gravel 64'0" / 1 1 35 65 Very dense light brown saturated m-f SAND,little silt 95 Cn err 5 15 18 2 4 3 3 2-4' Compact brown saturated c-m f SAND trace silt 4 0" 13 15 5-11 Hard 28 50/6 50/6 17 65'-66' title ' " 17 24 32 11 35'-37' 0 18 25 36 3 4'-6' pi, Very dens e brown mist c-mf SAND and SILT, little 23 24 m-f gravelSOIL BORING45 40 69 4 6-8' p 13 50 50 5 8'-9' 40 70 100 LOGS 10 8 11 38 50/3 50/3 18 70'-70'9" 28 39 c 0 23 1 28 12 16 23 12 40'-42` 5-12 Stiff 40 44 79 21 100'-102' 102'0" / 18 15 46 6 10'-12' S-6 Dense Boring terminated at 102'0" U) 13'6" a� Firm brown saturated c-m-f SAND,little silt,little 45 m-f gravel 75 1105 7 12 .21 15 6 7 1 15 19 27 13 45-47' S-13 Hard 25 50 37 19 75=77' S-19 Compact 612 13 7 1 ` y: / drawn b BRC 5'-17 O p 5o 8o 110 - checked by: CFD 6 20 8 11 0 10 6 6 6 12 8 20'-22' 13 20 24 14 50'-52' S-14 Stiff scale: AS NOTED Q 00 .7 FEB 8 Z0�8 project number: 17106.000 MQ) 54'0" o v 25'0" 55 Compact brown saturated c-m-f SAND,trace f gravel, 85 115 Southold Town LL_ 28 25 Very dense brown saturated m-f SAND, little silt,28 27 trace m-f gravel 11 13 trace silt 38 42 Planning Board rn 21 25 34 15 55`-57' S-20 Very dense sheet number DO e 31 29 58 9 25'2T Notes: 5014 92 20 ss'-s64" Notes: Notes: 28'6" THE EDUCATION LAW OF THE STATE OF NEW YORK O >` Notes: PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O 1,Water at 6'0". 1.Water at 6'0". 1,Water at 6'0". 1.Dry Upon Completion. IN THE DRAWINGS AND/OR THE ACCOMPANYING 2. Bore hole backfilled usin aU er 5 01IS. 1 1 1 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N 30 2.Bore hole backfilled using auger spoils. 60 9 9 p Hgo 2, Bore hole backfilled Losing auger spoils. 120 2.Bore hole backfilled using auger spoils, OF A LICENSED PROFESSIONAL ENGINEER, WHERE E N 5 N=No,of blows to Drive 2"Spoon 12"with 1402 Ib,Wt,30"Ea.Blow N=No.of blows to Drivel Spoon 12"with 40 Ib,Wt.30' Ea, Blow N=No,of blows to Drive 2"Spoon�2 with Ib.Wt.30"Ea. Blow N=No.of blows to Drive 2"Spoon 12"with 140 Ib.Wt.30"Ea. Blow ENGINEER MUS SIGNSUCH ALTERATIONS , SEALDEDATEEAND DESCRIBE L THE FULL EXTENT OF THE ALTERATION ON THE LL_ /, DRAWING AND/OR IN THE SPECIFICATION C) (NYS ED. LAW SECTION 7209-2) I i SITE PLAN DATA: BUT 50' MIN. SUFFICIENT TO KEEP LIMITS OF BIO-SWALE 18'0^M Q SEDIMENT ON SITE e• NAME OF PROPERTY OWNER...............CONIFER REALTY, LLC Ax. C.roC. STORMWATER '✓a"f I , r'E 'e:s „,« ,„,.,,d\ r•^ r` "Y-.,...I`'`._ .y... W rr, L l gg' RETENTION AREA ° - PROPERTY ADDRESS...........................ROUTE 48, GREENPORT, NY 11944 HAY BAIL AND/OR 'Ij t• .i, ;i.' '.!' :Y•r—t• _ ' i i _ CS/ i ` y„ •. f.. ry .,..1s. '^••b ':•<" ..-q i "','`1'' V ( SILT FENCING ,. _ f • II . �y S.C.T.M. NO 1000-40-03-01 I i t... ,. m a j _ ....................................... GRADE LL q.•. :(` A. E LL TOTAL SITE AREA...............................17.20 Ac. p^•++. �:;�,� y " ` ::;•t�� I— Ma It °" , '�✓ '^ '-t•' �...",". A..f•.}':L'�•�.�. ,.1'. ..Y.:.O•'• Z =FLi d' ' a LIMITS OF RAIN L '' .•, TOTAL AREA WITHIN CLEARING LIMIT GARDEN S..6.10 AC. J r _I' " �•''•aE `'•' _ru :; " ,;" W '� bLxS~„ LxE / f" ,Yr '� 1, : .�' .t.• M•4h.•..,...•-....� 2 LL. ;i../ C I STORMWATER I « N RETENTION AREA . � � f h N .f* J <>wp X k .I, V A� W ". 0 O , , CY .. ........., kH,. Lt O .'...,, . f f, I »w N Q B f IL , w , O- w M T F / AL LI I S 0 100 WETLANDS ---_/ � o o es 1 E s ns. �. S T 0 N r1 R i 'i` /. MWBUFFER/ x, A ( . \ R n» OF 'R r� .E O rE —.•�. 1 N r , a i I O N A RPERSPECTIVEI - Eq' e V o : IEW P N PA O E SPACE PROVIDED I r E R DED I = I - .. y © ,. 36" MINIMUM 2 x 2 �, 1 \ I ..y, JfJ/ CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED •-.t '' d I I // A 1T '^' E— J , •' FENCE POST 3/4"STONE BLEND ORN.Y.STATE D.O.T.APPROVED RCA ¢: i II >.--------� �t ; FILL TOt ( BOVE EXISTING GRADE FOR DRAINAGE. € F I , a � �- , _.i. _ 8"Min.)A 325 Wireless Boulevard, Hauppauge, New York ' / r 11788 M RAIN I 1 ; WOVEN WIRE OFEWNWCF STRIP Phone 631 300 1010 p ¢, /' GARDEN/ LAWNI LAWN VEHICLEOVERHANG R R" I STORM / BLDG.1(TYPE C) ( I ? PLAN VIEW owner/developer: s^s I 4J I D ILLI j RETN E: AREA R I L'L�' ! O t5 I ENTION '� FIN.FLR.EL.=23.25' (TYP.) aI I ENCH (TYP.) FILTER CLOTH • c CONIFER REALY LLC 1 O a S N � �. '"'', •\� /�f' ,.r--^`".,.•. -"'-:_�-,-__,. .��, o , < COP 01 ,4; -- E Rochester, New York 14604 83 E. Main Street,Suite 600, _Ir a s — : _ ..: b ....................._......___-__. .. . ..._.0. .__, .8x3 _ '�._- O..__...._—___O'� _< s .•€€€J (jA. WW R 0 A D Site/Civil Consultant , " EMBED FILTER CLOTH OF I EASTING GRA ' „_ MIN. 6" INTO GROUND Z DUMPSTER ,Ill/ ''^^••,, g, ('' q ,r CONSTRUCTION ENTRANCE-FOUNDATION OF COMPARED \, ;I C� ""%,• {y" ( (TMP) ,, / 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED RCA. FILL TO18"(Min)ABOVE EXISTING GRADE FOR DRAINAGE, HAY BAIL AND/OR H'' ;µys� SILT FENCING NOTE: • MAXIMUM DRAINAGE AREA " r 4 CROSS SECTION 10 1/2 ACRE / 100 LINEAR FEET r f I , ,,%..,, s LIMITS OF RAIN s '.: 1 :, ,.._.sa sa '-.___..tr-. t.. GARDEN / SECTION DETAIL O _ a - 2'-3' HT. RETAINING STORMWATER _,.I -- 1 WALLS (TYP.) RETE b TEMPORARY CONSTRUCTION ENTRANCE s, P' .;....___1' _ TP-s RETENTION AREA L K McLEAN ASSOCIATE C SILT FENCE DETAILS 437 SOUTH COUNTRY RD., ��q! BLDG.2(TYPE B) r' LONG ISLAND, NY SCALE:NTS 10' x 10' SCALE:NTS BROOKHAVEN, NEW YORK 11719 SITE LEGEND: Tel: 631.286.8668 // l k' i ` O x„ FIN.FLR.EL.=23.25' MAINTENANCE 1 D /41µE ARD s1 r f r l i ur(y BENCH (TYP.) . TION / ( l { 1 TRASH RECEPTACLE (TMP.) I \ DUMPSTER CONSTRU TION I / ' ENTRANCE ( ) PROPERTY LINE �i 1 DUMPSTER 1 �f {I OUR ^ w.,.,.,,.. ., _........ _ - --- T , PROPOSED �(;0 '.ST CONTOUR N `I :..,.,,,,.,....,. I :; I :. ,,,,,.,,. n10 02, � \ O C... \,�`. ,.. _, µRFT p W DFN � ! ..., :� A>•F VINEYARD VIEW ~ r,' I ,n EXISTING CONTOUR FLAGPOLE. ©, T .,, P / o " ) y WITM I „'•� o PLAYGROUND \� 22 t .� �.. ... _ P D �_.. EXISTING WOOD LINE NORTHROAD N.Y. 119 9 o” ,: `„. ` 22 LIMITS OF RAIN TOWN F 3 „ d SEATING I ` 5.. i TP-6 ; o I GARDEN / T© - i • Q” • ' s % ti ER _ PROPOSED CONCRETE CURB ..m " t10 O co r §I RETENTION AREA STORMWATER 41 I o PROPOSED CHAIN LINK FENCE I ; C BLDG.3 TYPE B BLDG.4(TYPE A) O d 4 %: r,, •;%,'. ( ) 3 !S r q n 1 3 t r I 's Of I I' FIN.FLR. 1 LAWN O P - I FIN.FLR. V1NLARD = II*B EL.S II�t1 O�Oar t EL._ I EL O N BLDG.6(TYPED) N PROPOSED SILT FENCE } F7 t ULM E' � 23_ 13 25' i I � I ( J L i. ,i 23.25 FIN.FLR. { t j 6 O RAIN f §. ADA i GAR 0`1 i' I I DEN LIMITS OF CLEARING a, z t! O w.z 's !P t i: HANDICAP, «� i. WATE Ir) r`-' "T `t""'•`-t _� �a 23.2 R R f /< t � I"i 5' ET C' d d I i ENT m _ - -' ` TRASH RAMP o 1. t4 N tF-4 NAREq \\ e EPTA // " '•f__ ' """' -- w — --0---- PROPOSED CONSTRUCTION FENCE REC BLE (7YP.) ( / <. € L_ .-�. c_u. _... o '^7 2^ . ., s � ♦ �� _,_,,. ..... .........._...,, I�.;E,,,,1;,,,,at....iS $2 „1rA ` s' 2 PAVER STIR FOR t g , �i /• f"Y"Y"Y""Y'Y"Y"Y"; _ I _ r.. " TREE LINE I . , r• ,,... � •, E � I I , VEHICLE OV RHANG --•-.... •, � ,, . . • . . , ,( t g� � PROPOSED 71 1%1,11 T- (TMP.) i i r' PROPOSED SILT FENCE 1111 j i ` • o ........ —TP. .._.....__ s2 „tom} ✓ INSTALLED AT THE „may `'"', cs�'1 r:C "{` 'Cr c \.... t, o SED DRAINAGE FLUSH s MAIL XES fP•5 s, I / f' ,MAILBOXES i e y LIMITS OF CLEARING PN ET N.. P•) „,m.._,.,..,_, ,,,„~,........_.., ,......._._..,., �..._< s^w ,, w y I _ AS I DETAILED (TYP.) rq � , .. � a• Tt) „'` //11.11\ .�~` ,, X.\ , BIKE CK a \ .,, ORNAMENT ` ? /, µf II ?/� / PROPOSED � PROPOSED A conifer"" CONSTRUCTION CATCH BASIN : k / v. s �,, FENCE `. i"'i ,~ I _ CTION FENCE " ? ,''° j '\'' / •~ -• - •--•- -- ,„,w..,v_,,,,,,,w.................................~_......_......,.,_,,,n.,a..,...,-.,.,, .,....,.. � £� ��°� --~-•'"E ,,... � AROUND THE PERIMETER ` 1 NbAL FbTATE DEYFIO�NFNI,CONbTYUCTION�tAANA®EMENT ` 4 ~ / FIN.FLR.EL. 29.0' rp p _... . .. t . /5 h � OF PROJECT i , '. j ' %/�%`= 26 sz HANDICAP O PROPOSED \ /\ �; f ^�-- BLDG.7(TYPED) ��``Q_... _ , ---•- NUMBER OF PARKING STALLS < .. ,. .,.. .... ....;r t 26 ,< O ._. `. . ' _ ,,; r0 ; �i FIN.FLR. , O I F ..._.. .. ...... .... h -AREA „s7, i <'<. T TPI3 EL._ /. ay O. O-SWALEIS r1 Sea d ,. BI TORMWATER�E � LI T r C J 23_25' / ftAINGq :}`' �., RAIN CA I” r PROPOSED ADA HANDICAP �4� !/i r / GARDEN \ RDEN Y...>': :... `/_: , I O s 'a. ®�y sroRM sroRM /; q. , ACCESSIBLE PARKING STALL P G. E _ N4�ER ! / ErE 'ON � �` 01", STREET Nno R f NrI° _..•.__ - �� ,n%7 'J' `' Y TREE , �.. ,, , o _ PROPOSED ADA HANDICAP Eq' i s E NOTE \ "° a'r w� l � iJJUU ACCESSIBLE CROSS WALK BLDG.5(TYPE A) �j I ej • _�' FIN.FLR.EL.=25.15' _ -. r r FIN. FLR. EL. PROPOSED BUILDING LIMITS OF RAIN �.: FINISHED FLOOR ELEVATION ' 'J STORMWATER _ � L , , ,� ,•;, ,� -,,, : .: , �r9' r '/ a:I tt '�:§"$ �>.,,,�,;,.�;..a".,».`,".,...'�,�ly-!»I'� .— 9"'I.�;F _ �':�'aa: / :�,•.< > �" RETENTION AREA N\\,© _, �; ;y PROPOSED ELECTRIC P2 °: ...._......,.,.._, c \ TRANSFORMER • y / LIMITS OF X 1 ` issued date description BIO-SWALE IN ,z \: �. GARDEN/ O STORMWATERRE / sro IIONE PROPOSED DRAINAGE SWALE 2/23/2018 TOWN SITE PLAN SUBMISSION 3- RETENTION AREA r RETENTIONgR z:" \� 2 SANITAR \ l LIMITS OF RAIN 2 MP + ! GARDEN PROPOSED LEACHING BASIN i STORMWATER M .._,rt_ \ \ 20 STATI \`ll, \�'•, , / `� ' . � ce / SOLID COVER RETENTION AREA - _. \'' \ 5 W > 2' PAVER STRIP FOR , VEHICLE OVERHANG ; k�kr .o _. ' (TMP.) % '..... DUMPSTER EXISTING TREED I (TMP) PROPOSED LEACHING BASIN v, T AREA TO REMAIN W/ OPEN GRATE 3 °~ UNDISTURBED PROPOSED AT i, ,, ,,�° ``•` ., ,,/ C CH BASIN .. ,.. - 17 TYPE C41 -2 U r LIMITS OF RAIN ,`\ ,t � issued date description GARDEN O •. %t ' STORMWATER ST 'V C '`>\ , ry � �; - ;+ ; PROPOSED DRAINAGE MANHOLE o E : • ; RETENTION AREA jFC�Q�'9�Q0 18 (SEE TABLE FOR SIZE) w NTj�gT�tii �� a o I rfd- \ \� . .q� / -' WEAVIN/%r'%%%/ir SEE PLAN FOR SIZE NI ` /�/ FR } PROPOSED HDPE I Ir' LIMITS OF RAIN SURFACE LEGEND: LL_ 1111 ' °l e ' , GARDEN ,f€- STORMWATER " / \' �' �,` r PROPOSED ASPHALT RETENTION AREA l�\�; / ^� i'° 0 o t fFLOW '" PAVEMENT C p .\�' \ '., ��,�-,� •, , PROPOSED CONCRETE O I ALK OR PATIO 3'' "� " • . +'' $� ' �1PROPOSED BUILDING 4" VERTICAL title a SLOPEr FACE PROPOSED LAWN AREA EROSION10' & o (T'P•) B` . . - - " ,' PROPOSED VEGETATED AREA SEDIMENT • ., / ° � BEDDING DETAIL U u " PROPOSED RIP-RAP ANGLE FIRST STAKE TOWARD f CONTROL P ° � �, """ °rr- PREVIOUSLY LAID BALE. <� e� " PROPOSED STORMWATER i� -€''" '' "' O RAINGARDEN OR BIOSWALE ` FLOW .._.• r CONCRETE -^� SITE PLAN ,�.. FLATWORK I..I. ) Jr' '.- ' NOTES• '" O IMPERMEABLE H T = : . drawn by: - SCALE: 1 =50 ;y rf ::=- :... ' ,s. O A A SHEETING 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED ASA p~�- � �- PROPOSED CONCRETE 0 50 100 MINIMUM. "~ ' -'-` ^A f� �.. PAVERS checked by: CFD 0O 4 Feet 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE ✓" ' M, ` - _ BOUND HAY BALES PROPOSED PLAY SURFACING scale: AS NOTED E � 1 :1 OR FLATTER CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY r r:' ,r ��./'':;_-=•i ;-.':'`'-'"'�" SIDE SLOPE THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. "• = PLACED ON CONTOUR ao / SECTION project number: 17106.000 6 a� / A-A 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE ='.'.` :' ',' - F PROPOSED ARTIFICIAL TURF o - -- , ,;;�.' 2 RE-BARS: STEEL PICKETS OIR - _ WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS -- DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT W- - 1 µ 2"x 2"STAKES 1.5'to 2' IN GROUND. sheet number pT " CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED DRIVE STAKES FLUSH WITH TOP OF 00 c PLAN BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN HAY BALES. THE EDUCATION LAW OF THE STATE OF NEW YORK OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. O PROHIBITS ANY PERSON FROM ALTERING ANYTHING ANCHORING DETAIL IN THE DRAWINGS AND/OR THE ACCOMPANYING N � 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT D C E SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N ? CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. OF A LICENSED PROFESSIONAL ENGINEER, WHERE E3 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL L 0 N. C R E T E WASHOUT DETAIL 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION OF THE SITE STRAW BALE DIKE DETAILS 2018 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE - > WORK UPON COMPLETION OF WORK IN SEQUENCE. FEBEQ THE FULL EXTENT OF THE ALTERATION ON THE L,_ .. N.T.S. SCALE:NTS DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U Planning Board ° RESIDENTIAL LONG ISLAND SOUND VACANT PROPERTY r Gam. ! P MOORE' S DRAIN RESIDENTIAL ° N/F MYDON RESORTS INC. -- -- _ - SCTM 1000-40.0-03-05.0 - -- RESIDENTIAL ' (EASTERN LONG ISLAND r' ~` C5 SITE HWASTE ANDLING & ," r -' KAMPGROUND) ```� LOCATION 11788 fireless Boulevard, Hauppauge, New York MANAGEMENT Phone 631 300 1010 owner/developer: CONIFER REALY LLC 83 E.Main Rochester, NewtYorktl4 004 N/F SAMIR ATTIA f --' ~`�. \\ ti�� /6¢� (SCTM#1000-40.0-03-02.0) f�- Site/Civil Consultant f N/F LUCINDA BARNES / VACANT PROPERTY 1- 1' ` 11` 100 YEAR FLOOD LINE \ \��o (SCTM#1000-40.0-01-21 .0) j -_ - '" _ -- _ (OFF- SITE) \ �P RESIDENTIAL ) "-' �ci \\ f N F KENNETH - o \ KEY M AP A o° \ SCALE: 1 " = 800' (SCTM#1000-40.0 -01-20.2) °e, " , ,� L K.Md-EAN ASSOCIATES, P.C. f e' N/F VILLAGE OF GREENPORT a \\ `� 437 SOUTH COUNTRY RD., LONG ISLAND, NY / (SCTM#1001-01.0-07-01.1) \ , BROOKHAVEN, NEIN YORK 11719 RESIDENTIAL f N/F WINE COUNTRY N \ ' Tel: 631.286.8668 l PROMOTION LLC (SCTM#1000-40.0 -01-20.1) w _ • I m .w RESIDENTIAL .o. .. VINEYARD VIEW \ I NORTH ROAD I .... ' N/F DONNA \ eR°P.� �� �� .�...,, �,.�� _ - ° - ~ ° g + I CAMPBELL + \ °' p �' J TOWN OF SOUTHOLD, N.Y. 11939 I (SCTM#1000-40.0 � ���o�a e q © ,� �' J I -01-16.0) �}. J ; ;, ; VACANT PROPERTY � ��° �1 �:g � spa` �, v. •.'� 6 � ' ,.. ( 3-=.L:L__ � °, � O ; ,,`,"`, ,-✓ GP ,. ago � ' J %?>``; � ;.. ;:;�,,,. h N/F DONNAS CAMPBELL -- -, A2, - N„r" a* �, �;,' (SCTM#1000-40.0 \ �\ ." ¢ " ' Apt o��FF �5 N GL i%i�d.,H„". " -01-19.0) -�" N/F LAURENCE LOSCALZO \ ",,,✓" , ( �< ', , esu-` '°'' � \ o �� / / � RESIDENTIAL " - - - " z \� �. ,,�� � ,1 z:- ...................• °0 .eo`'S� l (SCTM#1000 40°.0 01 15.0) \ ", q, opt - � 1oA N/F ANNE WALSH \ VACANT PROPERTY \ ` \ ~a 1'' ff ff (SCTM#1000 40.0 \ \ T \ `� \ \ y 1 -01-18.0 \ � ,�� �•� ' "'> ����" �� � �`•- .` _/ -� f N/F VILLAGE OF GREENPORT RESIDENTIAL � r f (SCTM#1001-01.0-07-01 .1) f . VACANT PROPERTY conifersc;.. syr ,✓ J���RE :`vl' y✓y '., � f r.4y f f T °..('° tfi QJ 7 ,� ✓ ryu w• C'( )j . ,£ / REAL E47ATE DEYEIO RMENT,CONSTRUCTION R MANA6EMFNi RESIDENTIAL\ N/F TIMOTHY QUINN (SCTM#1000-40 (SCTM#1000-40.0-01 -14.0) -01-17.0) WETLAND BUFFER AREA / / seal N/F RONALD E. \ RESIDENTIAL \ < _ ' \ / . f f _ C SPILLANE \ .� \ {{ n °< o v f / '� �r0 " G. /F JOLYON F. STERN a"" (/SCTM 1000-40.0 \ -01-13.0) \ O "' �,W> ;z� _ Or r;II' c� \ RESIDENTIALa i e°' °'t.� _ J \ /F KEVIN MANNIX \ ' .. w°' FLAGGED \ SCTM 1000-40.0 \ '` ry WETLANDS -01-12.0) AGE 0 �2\�, �, i f issued date description RESIDENTIAL R�S�� 2/23/2018 TOWN SITE PLAN SUBMISSION DRIVEWAYS I N/F VILLAGE OF GREENPORT (TYP.) (SCTM#1001-01.0-07-01 .1) +,I \ FZ N/F KENNETH FRIEDMAN C \ (SCTM#1000-40.0-01 -09.0) \ e - .,;. " E RESIDENTIAL �� I �� o \ �� / issued date description a " \ N/F oz \ DOROTHY A. �I \\ (SCTM#1 OOUNG \ <t TOWN OF \ 40.0-01 v \ -08.0) r N/F THOMAS \ \° SOUTHOLD I ZOITAS RESIDENTIAL � RESIDENTIAL \ ,, '/ 'o• �d \ MICHAEL _ _ _ _ _ _ GREERP_ORT f- - ... 0 100 YEAR \ FEINBERG ° N/F KIMON f r SIMEON SAN \ ✓ RETZOS VILLAGE LIMITS N/F JOHN SOUND INC THE ..., ' (SCTM#1000- ° FLOOD LINE ° 40.0-01 40.OM01000- / SIOLAS (SCTM#1000-45.0-02 ., \ - (OFF- SITE) \ -07.0) 06.0) (SCTM#1000- Q 10.4) ` ' 45.0-02 N, VACANT PROPERTY \ RESIDENTIAL SCTM#1000- ° /F DONN -01 .0 ~' tiiie 40.0-01 GRZESIK �° ) \ , - _05.0) f SITE RESIDENT 0 0 `°•,,,, \\ RESIDENTIAL o DEVELOPMENT RESIDENTIAL 0 GENERAL NOTES: �� i N/F N/F )ILA ` VACANT i PLAN PROPERTY 10 STEPHEN SHARIF j 0) N/F JERAD -" 1 . MASTER PLAN LAYOUT REVISED FROM DRAWING FILE GRZESIK INSTITUTIONAL iL Q ° MOTEL CORP. 1 "X-Master Plan.dwg" BY BEATTY, HARVEY, COCO ° _ J _ (NURSING ARCHITECTS, NOVEMBER 29, 2017. �� , °(SCTM#1000 - - - HOME - SAN 40.0-01 - (SCTM#1000- ��� SIMEON BY (SCTM#1000- 40.0-01 o THE SOUND) _ p drawn by: LMY 0 2. SUFFOLK COUNTY REAL PROPERTY TAX MAP # l�O -04.0) 40.0-01 -01 .0) o DISTRICT 1000, SECTION 40, BLOCK 3, LOT 1 . RESIDENTIAL -02.0) p (� [ checked by: CFD o / RESIDENTIAL FEB 2 8 2018 E scale: AS NOTED E 3. APPROXIMATE PARCEL PROPERTY LINES, OWNERSHIP, COMMERCIAL 00 PARCEL NUMBERS AND GREENPORT VILLAGE LIMITS ARE (SUNSET ~� Southold Town project number: 17106.000 FROM SUFFOLK COUNTY REAL PROPERTY TAX MAPS. �< MOTFI �` I Planning Board 0 0 LL 0 200 400 sheet number 4. 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LAW SECTION 7209-2) 0 SITE DATA TABLE DWELLING UNIT SUMMARY AND PARKING CALCULATIONS WETLANDS LEGEND LANDSCAPED PARKING AREAS PARCEL SCTM 1000-040,00-03.00-001.000 ,�LL1■,I!!II!■■ (in accordance with§280-95) NUMBER QUANTITY MIN.LIVABLE MIN. MAX. PARKING PARKING ZONING:HD(HAMLET DENSITY) OF PROVIDED AREA REQUIRED LIVABLE LIVABLE REQ'D PROV'D TOTAL SITE AREA:17,2 acres(749,232 sf) FLAGGED WETLANDS Lot# #of Interior Interior Street Street BEDROOMS (SQ. FT.) AREA AREA BUILDABLE LAND AS DEFINED PER 280-4:13.4 acres(583,704 sf) (EXCLUDES WETLANDS) stalls Landscaping Landscaping Trees Trees 280-23 PROVIDED PROVIDED Citation Description Required Provided 173 (OF OCTOBER 17, 2017) Required (sf) Provided Required Provided ( • ATTACHMENT (SQ. FT.) (SQ.FT.) 280-22.A. Permitted Use Multiple Dwellings Multiple Dwellings (stalls X 10sf) (stalls/ 3)1 280-23(Attachment 3) Lot size(square feet) 20,000 583,704(13.4 - PROPOSED WETLAND 10Sf) 1BR 14 6001 714 794 X1.5=21 21 acres) 1 37 370 403 3.7, say 4 4 2 BR _ _ 22 6501 _ 868 973 X2.0=44 44 280-23(Attachment 3) Lot width(feet) 75 280+/- BUFFER LIMITS 11 21 210 578 2.1, say 3 3 3 BR 14 6501 1181 1264 X2.25=31.5 32 --- (width of tuildable land) 280-23(Attachment 3) Lot depth(feet) 120 690+/- ;' :: 11I 39 390 885 3.9 say 4 5 COMM. ,s , '. 0 7, IU57 (dr rho buudableland) 1' : ^ /.; :.,' : : %�� ,:% �'°'-°%''N�>�����%,>%:%' 80-23(Attachment 3 Front and feet 5 81.1 Total 97 970 1866 11 12 BLDG. I-" 'i, %r`' ;,,�,�;!.,;;:-;;,;:" ,, .., landbanked 2 { c ) y (feet) 3 >� SITE LEGEND: : 1 ,.; �;-:..;",�;.•, �„_,'�,°, .t , ,�' o � ,�, s ,. -.,,.. :.' 280-23(Attachment 3) Side yard(feet) 15 102+/- 280-23 n a ,;`°� #' � 1 .1 '�', 97 111,Irtcl. 280-23(Attachment 3) Both Side yards(feet) 30 383+/- TOTAL PROPERTY LINE PROPERTY LINE (TYP.) UNITS 50 ' ' .' °b �" 280 23 Attachment 3 Rear Yard feet 35 - 402+ �. landbanked { ) (___... ) _ - -__.._. / {1{ _.. . . 1 280-23 Attachment 3 Maximum Lot Coverage 25 5.9 EXISTING WOOD LINE w Per Note 2 in 280-23 Attachment 3, one-bedroom units mayhave 600 square feet minimum; { ) 325 Wireless Boulevard, Hauppauge, New York 35 SETBACK LIMITS FROM PROPERTY (/°j (buildng LINE LIMITS OF RAIN , ,' minimum floor area of all units maybe reduced up to 200sf for moderate-and/or lower-cost area/buildable land) 11788 PROPOSED GRADING LIMITS € r° GARDEN / dwellings. Phone 631 300 1010 •""• ` '->,- _ .W � •�, - {Attachment 3) Building Height(feet} 35 21 2,3,,3,,,'20" ,� 3, 20'° STORMWATER �'- .,� 2Per 280-137.A.(7)(b)At least 50%of the total number of units proposed must not be larger than 1,200 280 280-23(Attachment 3) Number of stories 2.5 2 - µ RETENTION AREA `�'�, + ' r 275 Wetlands setback 100' 110' PROPOSED CONCRETE CURB � t"` -� „ square feet livable floor area owner/developer: !: m -�-'�ry CONIFER REALY LLC { _ 4p 280,78C Parking Stall Size 9'x19' 9'x20' x > 83 E. Main Street,Suite 600, PROPOSED CHAIN LINK FENCE r; ` ° �4 280-107 Building Length 125'max 116'max Rochester, New York 14604 PROPOSED STORMWAT LIMITS OF '6 , , y 280-107 Building Separation 2x max height 42(2x max height t PROPOSED 10' OPEN SPACE %1-n-35,0'- TREATMENT SYSTEM BIO-S LE / t` _ 427.3 ' I S of 21) �,,"w7 STOR ATER 21`�,?' „ 280-107 Accessory Building20' 23.1 Site/Civil Consultant BUFFER LINE L, „ 1 d NTION AR e ' 0 y o e >,f° LIMITS OF 10' OPEN •C1(j' Separation PROPOSED DRAINAGE FLUSH J2� /: SPACE SETBACK LIMITS OF 100' WETLANDS 280-137.A,(6)(Attachment Minimum Open Space%, 30% 46.9% 101 INLET i a tr) - o o °>rv/•-._ (TYP.) BUFFER/ t% ` ) 15-39 acre site / wldabie 6 ((100'buffer area- /` , r •/ 3b'' `. wetly ds)b PROPOSED CATCH BASIN s" I ' I I: I i / r�arxxa�o0 OPEN SPACE PROVIDED land)n O If I ». (TYPcSa. 280-137.A.(6)(Attachment Minimum Buffer(feet), 25' 100' PROPOSED C6 6) 15-39 acre site (from wetlands) rh, NUMBER OF PARKING STALLS € �� °` . �,o' ,� ; .. f �� L 280-137.A.(6)(Attachment Minimum Open Space 10' 10' I,,„ 4� ` 6) Setback{feet) P.C. " o �f P '' ( " ` " . 280 780 Entrance/Exit Grades Does not exceed 6% Does not exceed 6% TEST \i PROPOSED ADA HANDICAP PARKING STALL :: i c i I Yy LO MSCI�AN ASSOCIATES, within 25'of street within 2S'of street ACCESSIBLE P I L ;,{ 'LAWN LAND, NY 2' PAVER STRIP line nor 10%at any line nor 10%at any 437 SOUTH COUNTRY RD., FOR VEHICLE ,,� a other point other point BROOKHAVEN, NEW YORK 11719 �e a° -a? --1 17.5 I BLDG.t 72: OVERHANG (TYP.) -- -- - --- ------- --3- Tel: 631.286.8668 PROPOSED ADA HANDICAP c , .. 280105 Fence,walls or berm 4 4 max. h�`3 ti L 1 11 I (TYPE C) / rlivi�n�u'rLvvR LLGV/111VIV �a i" I j:> BENCH (TYP.) LIMITS OF 75' height in feet-front yard I a.ty WETLANDS BUFFER �' �-Y , 280-105 Fence,walls or berm 6.5' 3'max.for berms PROPOSED ELECTRIC ;.,. Bu r o' i' ~' TYP. N . F , height in feet-side and g , a ® r k., 1� i- ' rear aids Noetelrimetealls rnAnic-rnnLJrn C£3 ♦. ..:f ......:......_-."_..:._ PROPOSED TELEPHONE LINE I (TYP.) . -_... ._ .. ... ::_.... - o , en I 1 -�/ ` " ~- 117.0`; 'I DUMPSTER r ; 280117 Freestanding Outdoor 14 14 VINEYARD VINEYARD VIEW PROPOSED DRAINAGE SWALE ., 12 9.0' ". _ , (TYP.) - I �... y Lighting Fixtures height NORTH ROAD PROPOSED STREET TREE y ' P°�' t ` �;-;;I O: p; { }_ in feet above ground r , 0 o'r �e _ Y•..Y y level TOWN OF SOUTHOLD N.Y. 11939 � .� � 45.0 --= >v m N •` ' -t �_" LIMITS OF 10' OPEN CI: L ,, ! `� o SPACE 'SETBACK SURFACE LEGEND: ca .x LIMITSBUILDING SUMMARY' i.,.....,.".µ,,,......., R ` TYP. OF RAIN PROPOSED ASPHALT _. __ Nm _. �' ' „ Ar� ) PE UMBER OF UNITS NG , �.,' ID TY N MAX MAX MAX LIVABLE BUILDING 1.E GARDEN ' .__ .._.,...__ ; c "_ ..._____ _._..".....________ _�--...._ ......�..:. ;. ,, .,/ %,,,,: PAVEMENT 1 AREA `I ✓' / 'r0 STORMWATER N LENGTH LENGTH WIDTH AR AREA i IIV RD VIEW SIGN, {. -' 1_ +' E LE 24.0 � ,)+:, i -----II?� '• � � z Q a,a \ RETENTION AREA .. REQ D PROVIDED (FT.) FT.) (SQ.FT.) SEE OTE 8 (TYP.).1 (FT.) (FT.) PROPOSED CONCRETE n ° N PAD, SIDEWALK ti a J - ^ 1 IBR 2BR 3BR ` OR PATIO 2 1 ' 125' 56' (TYPE B> ` 's. ER MAINTENANCE �..� BLDG. _Y Y.`f`Y DUMP w .0 2 B 4 4 2 125' 117' 54' 8,996 6,0161 I AR 0 BENCH (TYP.) \ (NP) T SHED .-•• 3 B 4 4 2 125' 117' 54' 8,996 6,161 PROPOSED BUILDING I O I TRASH RECEPTACLE (TYP.) i ` `�, -^'" 00 '1 `''1,# j-, H„ p ;. `•., ,. Cp� c0 \ '` - _.... - .............-- - -- -...... --..__.._.. 3,123 >,,.o i i., _ }. 5. A... 0.... _. 4... .... .1.. 125,.....125' _._63'...._ 50' 5,028.. 3,123.. _.,. . ., , �' DUMPSTER k,,:. PROPOSED LAWN AREA ; T µ...._....._..... ___. _.- (TYP.) Q )-� 6 D 0 2 3 125' 74' 50' 5,591 3,657 g i _ _ t ! 7 D 0 2 3 125' 74' 50' 5,591 3,657 ■ 'O. 4 „ � BOO• 8 COMM. 2,649 w . . 1.. {r l' 5' / t BLDG. a VEGETATED AREA a PROPOSED VE ..� AI T 100 cone / FLAGPOLE M N (��,•�Y�T-j�({jry�[,�,�1j�yy^) / 'Y ,/:'/r''%/"' REAL fF7ATF DEVELOPMENT. CONSTRUCTION!MANAGEMENT ....a..,,. ° f} , ,y r 11 WITH ',14 p w SHED i.. 1 r�'► [ 219 LIMITS OF RAIN PROPOSED RIP-RAP i , . ; . '.. . .... . 1`,0 , . SEATING " _._. {{ s :_ ,;o I STORMWATER 7,9 _ •SGARDEN , ' � TOTALS 14 22 14 ;� •' 4 57 34,653 1 1. � Iu. �-,..-� '; . E " 24.0,x.., � .r '_ PROPOSED STORMWATER r> - c ' i, I I, i i - ;,4 RETENTION AREA 'All dimensions have been rounded up to the nearest whole foot, VILLAGE IO II �, . °.. seal RAINGARDEN OR BIOSWALE ° o w z {{ . i cV - Defined per 280-137,A.(d) BLDG. _-..15.0 O i; 1 ' )'" /�� ,}` /0 SQUARE ��' 15.0 3 r�.� B! -N 0011, o o i (TYPE B) !. ;; I T Per 280-137,.1.(7)(c)Total building area,for the purpose of this section,is the cumulative amount of C7 =,, s ._ I BLDG.4 r. ;. xM o i 24.0 < i }••. IivablE floor area,as defined below,of all dwellings. Tota)building area does not include clubhouse or c ✓I, �o PROPOSED CONCRETE I A LAWN ° r4 ';,, ;r , I i PEA ` similar amenities structures. FLATWORK 7, E I i. I ' 10 i y. :.... ........... I 3 ? ADA 11 .I 89.5 - BLDG.6 `e :. °. LIMITS OF 75' r; r 3Defined per 280 4 ''' .I l / } HANDICAP'' t ! I \ { i s1 t (TYPED) , \ WETLANDS BUFFER I f > CONCRETE PROPOSED CO '�� t I ; t TRA H� i..�_I I €I ARTIFICIAL I) �.�=------ ;I� zsa' I. ,� TYP. y-, 1r;,� •� RAMP _...._.. .T ; � ILIF-t ��.� L,e--i ,:�, ' ,�`°`,�` �8 7.5 -- ,_ r_i ,o z, R I RECEPTABLE / y TURFI X00 i s2"""°. i 7z �,;r,,33 E PAVES I •, �,�, �sf � '� �:1�rv,�fl�_. �, ( ) '•,;< . .. _�� .�. Y2 . � . .... .,•, PROPOSED PLAYGROUND ) ' a C!/i 34 2 PAVER STRIP FOR �\, ...;/<. �: ; S41 ' TILE VEHICLE OVERHANG . a 1 ! / 7 , ,o > " i \ G: sl 3' 0 (TYP.) �» ._.. -; 1 TCHLINE A A MAILBOXES "` ,-� �............................ ./ -;lea it 1 �i .. � > ,, issued date descri tion [Z] PROPOSED ARTIFICIAL TURF 4 IST. " . ,` t�=� F;���,� pc1.E; r; (TYP.) �s '4''. 0 ORNAMENTAL i ti '11 BIKE ' "; ( MAfLBOXE / sa"'°.°�f d S ' ;s f' s \ %' I' 2/23/2018 TOWN SITE PLAN SUBMISSION t' ' RACKS E (TYP.) N „ . / r T 1 ,";, COMMUNITY �, ADA,_- r , , LIMITS OF 10 OPEN r FENCE III PROPOSED PERGOLA I - ` ,.7:.. : - HANDICAP +,$I L 1,J / CENTER 8 I .L. .... -sz"f ., ) SPACE SETBACK )� " ' w LEASING _.. _ ^�_../.. _\ �' � ;'�53: ) I OCFICE I I ^SO At1 ED PA KING,: I _ RAMP i (TY ? 2 ». i BLDG.7 O o (TYPE ) I TR ET o, I TREE, o �, ,, ° __.__.87.5 4.0 � 3 SEE s4' � OTE 9 g� ... I' BLDG.S G7S a 15.0 o � ` { (TYPE A) ! �` - F issued date description ,... 07' c LIMITS OF RAIN00 ° r ,. 1, (� GARDEN / ail k�b I a 35.0 F , STORMWATER 20.0''? Y, y , RETENTION AREA _ I.._ TYf'. " /. / - .' ,` 'O. LIMITS OF -o {� 100 %-, Li 1 BIO-SWALE ... psz: _ ,, ` ° •./`� w, . gyp! / , T sa A BUFFER/ WETLANDS LIMITS F D _ �..� f STORMWATER OPEN SPACE PROVIDED I Y•• RETENTION AREA � �* � szrl 1, ., TYP. LIMITS OF� OPE + o- SANITARY'PUMP . ., , N (TYP.) � � i t � TATIO N ° LL- SPACE S CK 2' PAVER STRIP FOR (TYP.) VEHICLE OVERHANG (TYP,) p !j E STING TREED ,i co 1 N 9 AR TO REMAIN ` r DUMPSTER Q0 LIMITS OF RAIN rr � (TYP.) r� \ \ \ LIMITS OF 75' ry' 0 i NDISTURBE ,_, WETLANDS BUFFER .. ' (j GARDEN / ,�. . \. ` ""^~•"" t\ i STORMWATER .-.. " \ (TYP.) 1 , j i I RETENTION AREA / t.J u7 / title LIMITS OF RAIN GARDEN 0 o? _ 00 STORMWATER DU , 1 ( ? �/ RETENTION AREA '�O \ \ .' } ix SITE PLAN 0 35 SETBACK LIMITS, t /, �£ p v c FROM t \ . ` ® ,fir) L PROPERTY LINE � 0 If U I ®n ! ,i ~t_q ti.)..J_.,R.l"h-A J h.! >•✓ �M /`` ti Y," ` LU LIMITS OF GARDENAIN LJL SITE PLAN NOTES: f'' K. "t. STORMWATER 1. BEARINGS ARE REFERENCED TO LIBER 11957 OF DEEDS AT PAGE 433. Q _ /\ }'` i i.,`� '"''� �.` RETENTION AREA / ' �' '- PLAN KEY >. . 01 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER V) FACILITIES. ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS 00 / �' /` \ ASSUMPTION. 9 ' Q , U .� drawn by: LMY 0/ 3. SITE MASTER PLAN & BUILDING LAYOUTS FROM BY BEATTY HARVEY - COCO ARCHITECTS, NOVEMBER 2017. �:, ` t/ Up 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF NOV. 13, 2017 BY L.K. W ♦'`""'"� ' OCTOBER 17, 2017, ' ' ` ! '_ � checked by: CFD FRESHWATER WETLANDS cp MCLEAN ASSOC.. P.C. `" `°°' 'PoBY GARY GENTILE OF LKMA 0 5. PLAYGROUND DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ) � ' ;,r } ,i , .' scale: AS NOTED E j SECTION 1.02.01.C.6 OF THE NEW YORK STATE HOMES AND COMMUNITY ' _ " ` > �.{ ;.% �� CL RENEWAL DESIGN HANDBOOK. !`� 2°1 '00=, "" Y { ;' project number: 17106.000 c 6. ALL PLANTINGS SHALL COMPLY WITH THE NYSDEC AND AGRICULTURE AND MARKETS REGULATIONS CONCERNING INVASIVE SPECIES. ^ 0 ° 7. PLANT MATERIAL SHALL BE INDIGENOUS OR NON-INVASIVE TO THE LL_ CLIMATE AND AREA, NON-POISONOUS, AND BE SELECTED TO MINIMIZE " ' WATER USAGE AND MAXIMIZE ENERGY EFFICIENCY. H' ° $^- 0 00 200 °564 5r :. sheet number 00 c 8. PLANTS TO BE DRAUGHT-RESISTANCE AND DEER-RESISTANT TO THE THE EDUCATION LAW OF THE STATE OF NEW YORK O MAXIMUM EXTENT POSSIBLE ' "'" Feet "° r ' PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 9. VINEYARD VIEW SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE `° )J � WITH TOWN CODE wh� O�p IN THE DRAWINGS AND/OR THE ACCOMPANYING N 5' FROM RIGHT-OF-WAY. QUANTITY AND l r SCALE. 1" -501 y �` '`� "�""�" FEBFEQ U SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION - L * � �" OF A LICENSED PROFESSIONAL ENGINEER, WHERE C 1 «� 10. STREET TREES SETBACK MIN. Q P , SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL J I N 5 SPECIES TO IN ACCORDANCE WITH TOWN CODE AND AS DIRECTED BY w �-� h r ' ' Southold Town ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE PLANNING DEPARTMENT. / 1 1. ALL STREET TREES SPECIES WILL BE WIRE-FRIENDLY '` THE FULL ND/OREXTENT OF THE ALTERATION ON THE Planning Board DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U WETLANDS LEGEND to e j LIMITS OF .' T a,, ., _�.,, .,l.U� „ ., ,. `' � "r. ,;«-.�,._ „..� ® BIO SWALE / y\ I - FLAGGED WETLANDS h ' '� ���„- � sroRMwATER _\, RETENTION AREA \ LIMITS OF 10' OPEN , {'L (OF OCTOBER 17, 1 7) - - SPACE SETBACK E, LIMITS OF RAIN r (TYP-)/ GARDEN:/ a" » I "0 r1 + :t O STORMWATERR� 104b- -- A `` •, PROPOSED WETLAN Is { I A _.. .4 RETENTION _ - \ BUFFER LIMITSBUFFER i 11 e I .\ 100' WETLANDS f LIMITS OF I OPEN SPACE PROVIDED (TYP.) SITE LEGEND: f t PROPERTY LINE to C) I I j /� •»„ j. 3 f , "\ \ •••Aee I� EXISTING WOOD LINE a I ! w IHauppauge, tt •. : -y 4 , _ '� �� \ 325 Wireless Boulevard, New York ' PROPOSED GRADING LIMITS `\ Phone W ( ( I ( I11788 i j �+ Phone 631 300 .1010 PROPOSED CONCRETE CURB I owner/developer: I 00 ( I i i1( Q i 1� _. _I a �� CONIFER REALY LLC t 600 € \ 1 [ �, PROPOSED CHAIN LINK FENCE 4` Rochester, New Man reetYork 14604 PROPOSED 10' OPEN SPACE r BUFFER LINE I I I; I i f ., ;'' . �`� ` LAWN Site/Civil Consultant o J 00 Iv' I I I i ."• i 1 ` 2' PAVER STRIP PROPOSED DRAINAGE FLUSH �i INLET ` 'O `; \ FOR VEHICLE PROPOSED CATCH BASIN Q ! i; BLDG. 1 12 p OVERHANG (TYP.) � $ I /f 1I I I , {; (TYPE C) ` � \ ..._ PROPOSED LLJ NUMBER OF PARKING STALLS = I e i `� �' BENCH (TYP.) _. M ■ I ", ; ; r' Q '`� LIMITS OF 75 PROPOSED ADA HANDICAP LIC. Md-EM ASSOCIATES, P.C. ACCESSIBLE PARKING STALL € WETLANDS BUFFER I \t ,,,,N-�, t 1 ' �'©'�, (TYP.) `' � € , LONG ISLAND, NY 437 SOUTH tCJ -- " 1 COUNTRY BR00HAVENNEW YORK 11719 I ( V 1 I Tel: 631.286.8668" - I PROPOSED ADA HANDICAP b eiNi, i9E —` —LV—V—C LEVHIIVV __ PROPOSED ELECTRIC ` ; i I I__.__,...____.- ___. ._._. S4 S3 rnAnl�r-nnE�rn r Wd'q .. _.,. ._:...('� _7_ .:. _... `✓ PROPOSED TELEPHONE LINE _, ® 1 G3 I � 6 ,, S; _- -}117.0' ._ °{, PROPOSED DRAINAGE SWALE l� Kz VINEYARD VIEW (D NORTH ROAD PROPOSED STREET TREE TOWN OF SOUTHOLD, N.Y. 11939 , to IJ 0, DUMPSTER o (TY .); r ti (TYP.) SURFACE LEGEND: PROPOSED ASPHALT OPAVEMENT 0 ' "MR/ MR / ,w ,5 PROPOSED CONCRETE `, `, ( P 45.0' f .. - LIMITS OF 10' OPEN PAD, SIDEWALK i `\ R 0 s I SPACE SETBACK � OR PATIO f;. / _ _.__ .. f �\ (TYP. a ,.. it , (/ ^�",Yr'.. e„of e,.>,_", ore,/v/,/, PROPOSED BUILDING ' a ` S1 PROPOSED LAWN AREA T r a ■ i I y : S4 S3 A 0 er(7 � coni PROPOSED VEGETATED AREA DEE REAL ESTATE DEVELOPMENT,CO NET Rtl,TION IS MANAOEMEMT PROPOSED RIP—RAP € � � __ vla ,�- w ,.........� i_ -- -- 24.0 I ! - m j ` , I..IJ PROPOSED STORMWATER 1 ., = 1 9 Qi,�, - S2 . I P ;, o I RAINGARDEN OR BIOSWALE VINEYARD VIEW SIGN, (?Y?') Z , `• seal } SEE NOTE 8 p" ��.�., � °� G `� (1�• PROPOSED CONCRETE FLATWORK ' I PROPOSED CONCRETE BLDG. 2 C I i ;03 (TYPE B) PAVERS ' PROPOSED PLAYGROUND ; �, vIN AR _ BENCH TYP. �`� '� TILE 51 .. 7 .,.. W TRASH RECEPTACLE (TYP.) issued date description w PROPOSED ARTIFICIAL TURF ; , p 2/23/2018 TOWN SITE PLAN SUBMISSION F T I 4 - . I I I I �. i .. . t'`yam,,, - __ A' DUMPSTER PROPOSED PERGOLA �;, w I i TYP. i , y sLi ✓- r ,...,r....... _ i - 261 27 w x• lI; ' f , 77 qv I �(24 Q,,„ 0254y 1 7 o 281 \ issued date description i 1 h f , s i t r ;r SEATING '; 4 it i PLAYGROUND FLAGPOLE WITH 3 r - D i9 s ,_ rJJ� O35 U € •, / r ( 4 LL_ k. Gl ;, ;8 380 9 4;o i tVILLAGE . t 4SQUARE , I I..._. , BLDG. 3 i }I I 4- . ,., ' Q 3oL e H i1I (TYPE B)� 420 I : � title � 4 24.0' ( NORTH ) SITE o 36 ,6LAWN 37 t 4.1 4 _ 101 PLAN A _ o E, ” ," Q ADA HANDICAP RAMP r------7 T ARTIFICIAL I I TURF 4 i I € '' o FEB 2 €� 2018 v-; ;` L---____� L__1___7 t______-i PLAN KEY TRASH v PROPOSED PICNIC I °I rn RECEPTABLE (TYP.) PICNIC AREA BENCH ON CONCRETE sI +/ ( drawn by LMYSouthoId Town� SLAB (TYP.) Planning Board O X < 0 checked by: CFD 2' PAVER STRIP FOR �`" I Feet scale: AS NOTED E . ,r I j _..... .......... / j 17106.000 project number:SCALE. lI =20I VEHICLE OVERHANG R.3.0' 00 O I S1 X _ 2 , o MAILBOXES t L` E (TYP ) \` / «m-� €...:' ,..._ , ©_——_...„....:.._. _...... __ _ ....., "� sheet number a, t c? » "', `',, THE EDUCATION LAW OF THE STATE OF NEW YORK T— . � o ` 4, H-I. "�” .., __. -��® "�� PROHIBITS ANY PERSON FROM ALTERING ANYTHING O i _ ;' IN THE DRAWINGS AND/OR THE ACCOMPANYING N „ / ORNAMENTAL i ; � SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION a ' n OF A LICENSED PROFESSIONAL ENGINEER, WHERE SI -A N ° ` R30,0 FENCE (TYP.) c} SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N 5 BIKE RACKS i/ /S / 1 N �. ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE ,. // j f� 1 r °_, I r" ""1 THE FULL EXTENT OF THE ALTERATION ON THE MATCHLINE A—A DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U WETLANDS LEGEND 106. 0 FLAGGED WETLANDS u3 (OF OCTOBER 17, 2017) 3 / tJ �x " WETLAND PROPOSED BUFFER LIMITS FT 1 SITE LEGEND: .r% PROPERTY LINE `' k R, 1Wireless Boulevard, Hauppauge, New York EXISTING WOOD LINE 17 11788 .- PROPOSED GRADING LIMITS / Phone 631 300 1010 PROPOSED CONCRETE CURB � � owner/developer: „i/ d CONIFER REALY LLC PROPOSED CHAIN LINK FENCE 83 E.Main Street,Suite 600, Rochester, New York 14604 PROPOSED 10' OPEN SPACE BUFFER LINE ? Site/Civil Consultant o i PROPOSED DRAINAGE FLUSH $ Ell INLET PROPOSED CATCH BASIN PROPOSED J NUMBER OF PARKING STALLS PROPOSED ADA HANDICAP rr^ L K.MCLEAN ASSOCIATES, P.C. ACCESSIBLE PARKING STALL i ;..,,�<' 1' LONG ISLAND, NY 437 SOUTH OUNTRY RD., BROO HA ENC NEW YORK 11719 Tel: 631.286.8668 PROPOSED HANDICAP I_V_J_GU _LV_VC GLGWHIIVIV �`, PROPOSED ELECTRIC _ PROPOSED TELEPHONE LINE PROPOSED DRAINAGE SWALE ,J: Y VINEYARD VIEW NORTH ROAD PROPOSED STREET TREE r \ TOWN OF SOUTHOLD, N.Y. 11939 '`ry 4 i-•� SURFACE LEGEND: ; PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAD SIDEWALK , OR PATIO ;:-..�-Y ,r; 7 /: " ED BUILDING � t PROPOS PROPOSED LAWN AREA . LIMITS OF RAIN ', } i ... GARDEN / PROPOSED VEGETATED AREA C0 STORMWATER c on f e RETENTI " ON ARCA EA t RFAL FSTATE DFYEFO►WFN7,CONSTRUCTION 6 MANAO EMFN! ' PROPOSED RIP—RAP W -- ` 7 .w PROPOSED STORMWATER seal RAINGARDEN OR BIOSWALE —J " PROPOSED CONCRETE `■ .' < „ ���, FLATWORK f Y �,�" y a. :"x a t PROPOSED CONCRETE MAINTENANCE PAVERS SHED PROPOSED PLAYGROUND TILE issued date description PROPOSED ARTIFICIAL TURF �. , } 1" W '` 2/23/2018 TOWN SITE PLAN SUBMISSION F-T PROPOSED PERGOLA DUMPSTER L (TYP.) C -~ Q 36 7 7\7 7 7 , , y \ 0 - t Issued date description CL LL_ I '"✓ , \! LIMITS OF RAIN GARDEN / STORMWATER ' U ( Imo' RETENTION AREA . LL_ 62 OI 62 O 1 15.0 %'s s 5 f t BLDG. 4 ; : .� -� title 3 (TYPE A) '�' I +; j ( EAST) SITE U L I 89.5 LIMITS OF 75' BLDG. 6 ( WETLANDS BUFFER PLAN 3 (TYPE D) i r l (TYP.) e __.,.-.,_._......_. ......... Ilk LL_ / _ � .PLAN KEY 2 t , p C / drawn y LMY ' J � s I i Go ,p©" 4 checked by: CFD I' t s � ]_-..:...., �4 (r7' 'gnu T1111'1//(/117 III,Ij 6 ;, - © 3 scale: AS NOTED , - .., FEB 2 8 2018 j - ter, II /`, project number: 17106.000 17 L M ` (, �\� ® Southold Town o v MAILBOXES I i ' 73 i X Planning Board La ( inn' y sheet number OO ,...... THE EDUCATION LAW OF THE STATE OF NEW YORK ;` � Y i _ i 20 40 PROHIBITS ANY PERSON FROM ALTERING ANYTHING O L I / j IN THE DRAWINGS AND/OR THE ACCOMPANYING N I \ $ Feet SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION o / OF A LICENSED PROFESSIONAL ENGINEER, WHERE N SCALE: 1 =20 / SUCH ALTERATIONS ARE MADE, THE PROFESSIONALS 1 g N i?' 3 1 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE ALTERATION MATCHLINE A DRAW NGTHELAND/OR INEXTENTF THEE SPECIFICATION ON THE Li / (NYS ED. LAW SECTION 7209-2) U WETLANDS LEGEND 4: FLAGGED WETLANDS I ' 2017 ,.,.� (OF OCTOBER 17, ) ,s PROPOSED WETLAND BUFFER LIMITS . 1 jail , SITE LEGEND: . ,.R.,. ., "., ,. .. . /T� E I I PROPERTY LINE I 2' PAVER STRIP' FOR " �� L__1__J ®; .. I I `� VEHICLE OVERHANG \ % S I R3� 0' j 3 ® Wireless Boulevard Hauppauge, ew York (TYP.) \ 11788 EXISTING WOOD LINE 7 S 1 S2 \ ... •,, N i '• � •/ ,� `+ � ,.:::,.^; ' I Phone r631 300 1010 _ + 3 LDD I $ MAILBOXES PROPOSED GRADING LIMITS _ _.._, ---,--_........ ..._._"_..._".. ..�_ u __. ___ _m....... _..._."(TYP) ATCHLINA-Ar I ©3 II � aM E � �1 /� , Af'4 owner/developer: PROPOSED CONCRETE CURB __.........."......__"__......_.._.. ___.....,_ ,,_.."_...._".�__..._ ... . PR // ...4' H " xx.,,,, 83 E. ER REALY LLC 4 u � ORNAMENTAL 4 NlMain Street,Suite 600, CO �? CL Rochester, New York 14604 PROPOSED CHAIN LINK FENCE �} ;'. ' °' R0.0 FENCE (TYP.) I BIKE RACKS ` - . PROPOSED 10' OPEN SPACE ' + ," ;4`� `�+. Site/Civil onsu an BUFFER LINE � � �� Consultant t ^ w. o „ \ - __ _.. _""..".."..,. ..........."..,... ."_ __".. _._...... .......... _. ._„_„".,... / :. PROPOSED DRAINAGE FLUSH '\ ? COMMUNITY / / w, iN LET ' � � � � 7 i .__..". ___ ___._........"_..."... ._..�... _ _.........___""_..."_ _...". ".."". ...._..,..... •, PROPOSED CATCH BASIN CENTER & ` a_.. II I II S2 u r , � -• II LEASING ^ I 0 PROPOSED I „ '� y N A ED PAINING _._._ NUMBER OF PARKING STALLS I OFFICE _.._..+ I II ■ , , , L�---_. . —._ ..._ ._.. ._ _._ _. _ ® _... ._ ._ .._.. _. _ I AS30CIATE3, P.C. _ . I , 1 , L K.MCLEAN PROPOSED ADA HANDICAP • I ,,�.. I . f ' � �•' LONG ISLAND, NY _... _.... _... _... b O I 437 SOUTH COUNTRY RD., ACCESSIBLE PARKING STALL y`'` �� YORK 11719 ' O � _. + _" I j 0 KHAVEN, NEW n� M,: / '- Tel: 631.286.8668 y� " " _ _ED_AD_A_H_ANDICAP 55 P_RO__P_OS _ FIIVIJfIGU f'LVVEC GIrGVF111VIV i' —`~ ' / ' i PROPOSED ELECTRIC \ _...."... \ PROPOSED TELEPHONE LINE " \ VINEYARD VIEW PROPOSED DRAINAGE SWALE I „ \ y�� j -' ` { \K `1 _ f O w..� � � r` ;._ � % ,� /•� � .� NORTH ROAD PROPOSED STREET TREE I ' yi (D I w TOWN OF SOUTHOLD, N.Y. 11939 '; j \ QSv I ~\~ \`�\ ..................... SURFACE LEGEND: �--- I '' ✓ -- ..... PROPOSED ASPHALT PAVEMENT �. PROPOSED CONCRETE �/ �;. `' V ` 'I' ,'1► `\ 'i.'a,,.., ;i„ oos,,,.. G%;.,..0 „c/i;.,,,, ,-/iia PAD, SIDEWALK I STREET TREE, SEE OR PATIO NOTE s „ �\ LIMITS OF AINS `/ GARDEN % \/ PROPOSED BUILDING / STORMWATER I RETENTION AREA _ PROPOSED LAWN AREA J € , „ f, ` � � /�. ,,,,- � +\ LIMITS OF BIOSWALE STORMWATER ' ,,. \ •..'" � �".. •., . ' `� `/ % RETENTION AREA \ ' r. 4 /4 REAL ESTATE DEVELOPMENT CONSTRUCTION!MANAGEMENT w, +' + PROPOSED VEGETATED AREA conifer" ' 1001 PROPOSED RIP—RAP ' PROPOSED STORMWATER f 1 seal Y RAINGARDEN OR BIOSWALE UJ PROPOSED CONCRETE '' 7 FLATWORK Z PROPOSED CONCRETE PAVERS I LIMITS OF 10' OPEN L,�_/`•.�.✓"', ` \✓ \ 1`^�'v g . '�_� , q`i}�ice / 4 SPACE SETBACK C , PROPOSED PLAYGROUND /g v TILE LIMITS OF RAIN -- _ �� ,W._,�....... 4 GARDEN / f. -r Q issued date description PROPOSED ARTIFICIAL TURF STORMWATER R „ RETENTION AREA ,; ' � 2/23/2018 TOWN SITE PLAN SUBMISSION EXISTING TREED �'J 0 PROPOSED PERGOLA AREA TO REMAIN ?? r oo L1J UNDISTURBED _00issued date description o , Y' C I 41 0 20 40 I Feet Q SCALE: 1” =20' U I LE.. D I O O O (D G title rn 3 (WEST) SITE C,L -F/ PLAN C,O U to N LL_ C: .9) PLAN KEY drawn by: LMY O checked by: FD O D EC� Q � � I scale: AS NOTED o FEB 2 8 2018 � � project number: 17106.000 0_ a) / Southold Town Planning Board O O sheet number I THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING 00 C IN THE DRAWINGS AND/OR THE ACCOMPANYING r SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION S N � OF A LICENSED PROFESSIONAL ENGINEER, WHERE _ SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE N +, THE FULL EXTENT OF THE ALTERATION ON THE N DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) Li U WETLANDS LEGEND MATC H LI N E A-A FLAGGED WETLANDS , .., L: (OF OCTOBER 17, 2017) f1. § ,011) PROPOSED WETLAND BUFFER LIMITS ° LIMITS OF 10' EN SPACE SETBACK SITE LEGEND: S2S31 6" (TYP.) ADA 2HANDICAP RAMP PROPERTY LINE ,Y t 6 �x 327Wireless Boulevard Hauppauge,e New York EXISTING WOOD LINE 118 _.. I p n PROPOSED GRADING LIMITS 1 1 U Phone 631 300 1010 � J'w/ .. a \ ' BLDG. 7 PROPOSED CONCRETE CURB 10 � owner/developer CONIFER REALY LLC PROPOSED CHAIN LINK FENCE TYPED 83 E. Main Street,Suite 600, i I J � E .. Rochester, New York 14604 PROPOSED 10' OPEN SPACE I Site/Civil Consultant BUFFER LINE c - I 87.5' PROPOSED DRAINAGE FLUSH { INLET wz N%� }-15.0' "7/ PROPOSED CATCH BASIN I i O PROPOSED BLDG. 5 NUMBER OF PARKING STALLS TYPE A ` / n L K MCLEAN ASSOCIATES, P.C. PROPOSED ADA HANDICAP Q. O t LONG ISLAND, NY ACCESSIBLE PARKING STALL i ` \/ 437 SOUTH RD., `l/ 1 BR00 HAVENC NUEW YORK 11719 y j Tel: 631.286.8668 PROPOSED ADA HANDICAP i£ ' o CL PROPOSED ELECTRIC , rn_ 200 PROPOSED TELEPHONE LINE ' _ ( _� I ,: N f Y VINEYARD VIEW It 1 , e PROPOSED DRAINAGE SWALE ( �- � f NORTH ROAD b \ C O TOWN OF SOUTHOL , N.Y. 11939PROPOSED STREET TREE LIMITS OF too WETLANDS A /� �,' \ BUFFER/ y, 32 E 2 PAVER STRIP FOR Y, OPEN SPACE PROVIDED �- SURFACE LEGEND: VEHICLE OVERHANG ' S4 rT�_�.� : ..:-.,. -�. .—.- -� (TYP.) `; '� \ PROPOSED ASPHALT00 PAVEMENT .�� � _., ,. - `\' ��-�u:° 32 ;© ,,, CONCRETE SANITARY PUMP 1 \ //: ,;,f% PROPOSED \ STATION \ /a PAD, SIDEWALK r. , OR PATIO PROPOSED BUILDING \ PROPOSED LAWN AREA / ....1 / \ ` \ conifer PROPOSED VEGETATED AREA 36 \ . REAL ESTATE DEVELOPMENT. CONSTRUCTION a MANAGEMENT DUMPSTER PROPOSED RIP—RAP / '"" (n'P•) "— \ \ \" \ ` ,* LIMITS OF 75' PROPOSED STORMWATER `�` `' \ `"' WETLANDS BUFFER w RAINGARDEN OR BIOSWALE "" r., ` \ ` 0 (TYP.) seal � a§- Irk' \" 'k` r � \' PROPOSED CONCRETE �. FLATWORK PROPOSED CONCRETE l / PAVERS PROPOSED PLAYGROUND TILE �' `\� �\/°, '\`�, '"• -IN 777"177Li w ] PROPOSED ARTIFICIAL TURF LIMITS OF RAIN \ \ „ issued date description ' GARDEN \ "\ ..\ \ M \ \\\ .. 2/23/2018 TOWN SITE PLAN SUBMISSION � � STORMWATER 1 i I RETENTION AREA PERGOLA '`•i \ \ \� \ a �( `` oissued date description _O Y._,J..A,_�,.,•t..A...�> .,1 ..1,.1._1...>•._,`',..1...,xv.l._A_,X...!'.,,',_..I,.AWl,J-'''- . ,_. \ � \r,/'/ \ y '\ , / /9 '�' U- },)"' 4 LIMITS OF RAIN GARDEN STORMWATER LL.I �.� �-r RETENTION AREA },. ...s ... ,..� \ 0 /'/ �.. \/ ', f title 0 (SOUTH ) SITE L t PLAN o 7 c. + U U) .0 PLAN KEY 0 20 40 drawn by: LMY 0 Feet 0SCALE: I =20 checked by: CFD 0 cD scale: ASN TED 0 E n project number: 17106.000 a rn 0 0 __ U pT D E C THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number 00 C PROHIBITS ANY PERSON FROM ALTERING ANYTHING r— 1 IN THE DRAWINGS AND/OR THE ACCOMPANYING C14 0 FEB 2 8 2018 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION SI -D OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, TH C' + ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE N = Southold Town � -5 THE FULL EXTENT OF THE ALTERATION ON THE Planning Board DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U Surface mounted In- round mounted MIN 29% po 591 p© " ROUND DEFORMED 1"0 ANCHOR PIN 738 mmX11 mm PAVEMENT SURFACE SCHEDULE ID REBAR (3 REQUIRED) SLEEVE (TYP.) R4" SYMBOL SECTION DESCRIPTION REMARKS , µ._._.. .... ... . . . , ..... ._ r : t � - 31tp0 '.'.... e ,. . ,.... .....� _._.. ., _. 801 mm w k.-10 -.-I 10 -F--1 -9to- St.- 10 ---1 -9 --�--I---10 � ��f pa I `' %" F 14" TYPE 6 ASPHALT PAVEMENT I 1246 mm 2j" TYPE 3 ASPHALT PAVEMENT PROPOSED ASPHALT 325 Wireless Boulevard, Hauppauge, New York SECTION ELEVATION PAVEMENT 11788 NOTE: 6" (MIN.) RCA (ON-SITE ROADWAYS Phone 631 300 1010 INSTALL EACH WITH 2--#8 REBAR AT _ —_-_ & PARKING AREAS) A 3'-0" BURIAL AND TOP FLUSH I.__._. p owner/develo er: _.:_: :.__ 1 I I ! _ I _: WITH TOP OF WHEELSTOP. ANCHOR TO CONCRETE PAD -- - -- COMPACTED SUBGRADE CONIFER REALY LLC 83 E.Main Street,Suite 600, CONCRETE WHEEL STOP DETAIL Rochester, New York 14604 N.T.S. TYPICAL PARK BENCH DETAIL Site/Civil Consultant �„'.�,„,°,,,",,.""'9rrr/'/,h;�i��, N.T.S. "`”' 1 ,. TYPE 6 ASPHALT PAVEMENT 44" TYPE 3 ASPHALT PAVEMENT .; (2 LIFTS) PROPOSED ASPHALT PAVEMENT 6" (MIN.) RCA (CR-48 ROADWAY REVOLVING CAST ALUMIMUM I PAVEMENT) L K. McL.EAN ASSOCIATES, P.C. TRUCK W/ ONE (1) 2%' DIA. SHEAVE THAT ROTATES ( I ..:....:....:::: I..:..:....:... COMPACTED SUBGRADE " i :...................: �24 —�{ LONG ISLAND. NY ---- ON A Y2 DIA. S.S. BALL _..........I ( ( ...::::.....:.:...j j ; ; . 437 SOUTH COUNTRY RD.. BEARINGS MOUNTED ON ANKHAVEN, ALUM. SPINDLE � � � B l: 631.286. NEW YORK 11719 Tel: 631.286.8668 =1" V •L v 2„ B.C. (BOTTOM OF CURB) n10.25 Y y t, ! I �;°� j �t� 1 / SEED AS SPECIFIED GRASSED AREA R=j" LIQUID AC JOINT �! , u. DEPTH OF TOPSOIL � � .v -. ONE (1) #10-gy6" DIA. I +; SURFACES NOT 1 TYPE 6 HOLE WHITE POLYPROPYLENE j I,.; ff ASPHALT PAVEMENT „ _ OTHERWISE PAVED VINEYARD VIEW HALYARD ; 18 36 y W __t j :__ ::= : I j... COMPACTED SUBGRADE i ::�........- _ OR PLANTED) #50� BAR CONTINUOUS MIN. 1.9" O.D. j ;.vT. NORTH ROAD TWO (2) 31'2" BRONZE BETWEEN JOINTS 3" ., w, PIPE, J" THICK TOWN OF SOUTHOLD, N.Y. 11939 CHROME PLATED SWIVEL10" (MIN) X 36" TYPE SNAPHOOKS CONCRETE TO BE 4,000 i 6" CA DEEP POURED BROOM FINISH, STEEL TROWEL EDGE P.S.I. AT 28 DAYS. PROVIDE � CONCRETE BASE OR ''— UNLESS OTHERWISE NOTED CONCRETE SLAB EXPANSION JOINTS AT 20'-010 i ALUMINUM ASTM 8241 O.C. (MAX.) WITH 1/2" �-.._m_....�.._ _.._.-_._�..,.._w.,_.�.,.��.��......-,,. ___.. ,.. ._ CONE TAPERED ALLOY BITUMINOUS JOINTS I II �� ------'x x x x x— 4 (3000 PSI) CONCRETE / '� " CONCRETE PADS a 1 _ W/ 6 x 6 6/6 WIRE MESH 6063-T6 SEAMLESS FLAG f, -_ - m T`!-�I___ '--:....4 & SIDEWALKS f-F-1.5 --{3 I---- __ _ �_. - AT MID-DEPTH G`✓ ;-3: POLE W/ A POLISHED NOTES: l._ __._......._; - = SATIN BRUSH FINISH I - I ' .. __ COMPACTED SUBGRADE �` 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE -- $ w CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING 6 `.i� '� ' x CAN BEGIN. � -___ N 2. MAINTAIN GUTTER GRADE RELATIONSHIP TO (L OF ROAD. 3/8" WEEP HOLE SEE STANDARD ROAD SECTION. (TYP. EACH END) BROOM FINISH, STEEL TROWEL EDGE CONCRETE CURB DETAIL ALIGN WITH INSIDE _ .___.__ _..w_� (UNLESS OTHERWISE NOTED) ■ OPENING OF PIPE _ n p r ' N.T.S. ---x x x x x C `V n I V 1 <. BIKE RACK DETAIL � 6 3000 PS CONCRETECONCRETE - - (6" x 6" 16/6 WIRE MESH s 1AI REAL ESTATE DFYEIOfMENT,CONSTRUCTION MANAGEMENT N.T.S. " ;" .......... ...:..:........� AT MID-DEPTH SIDEWALK RAMPS COMPACTED SUBGRADE " seal � ����� ONE (1) 9 CAST .`t�,d ALUMINUM CLEAT MOUNTED ,r�Q• �ZLq G.DI 2-rX6 S.S. FLATHEAD C a MACHINE SCREWS C) o 3� FLASH COLLAR S`s;'�; 6 ff lot ~ FIN. GRADE PROPOSED 24" x 24" BURKE TILE OR APPROVED .3 ',$":,,1 ;. ' :' g-�:':,,,�.,� ASPHALT PAVEMENT & CURB issued date description (SEE SITE PLAN) EQUAL (THICKNESS SHALL BE AS DETAILED 2/23/2018 TOWN SITE PLAN SUBMISSION �i BASED ON FALL HEIGHT) TECHO-BLOC PRECAST CONC. Y4"O ANCHOR BOLT PROPOSED CONCRETE SURFACE W/ PAVER OR APPROVED EQUAL. SEE POLE TABLE BROOM FINISH AS SPECIFIED GEOTEXTILE FILTER FABRIC CONC. FOOTING 1" SAND SETTING LAYER FLA-0 POLE FLAG POLE BASE BOLT BOLT 6" COMPACTED GRANULAR SUBBASE CONCRETE ° rn - _ 4" SAND JOINT FILL SIDEWALK AS HEIGHT DIAMETER PLATE SPACING LENGTH _ .. :,.. ,, ,. ...- .:, b _F DETAILED I t lµ 3 25 6 �v ................ w2 4 I I -- - -- I 1 N OTE. Tµ.. ........... o �__ ;...1.:.. ..... I j ...:.1 j�:.`....... ..:.i F v t - I vT._---E---_...�i ...: .......;.. ;!....i^. 9PICNIC TABLE SHALL BE TenderTUFF MODEL j........= i .............I I ........ FLAGPOLE G P 0 L E DETAIL PROPOSED ADHESIVE LAYER I----;-�j--i (- ----' I ---j --' j �-i j - _) issued date description 41 #141684 AS MANUFACTURED BY LANDSCAPE I ...:::.:::.;; 1..-::.:.: .:..::.:::1 - �..-...; ( ....... -., I I.... o N.T.S. STRUCTURES OR APPROVED EQUAL. OR APPROVED EQUAL COMPACTED SUBGRADE J :...-�I I -_ I�..�.._..I PICNIC TABLE DETAIL 2' BRICK PAVE COMPACTED PLAYGROUND TILE DETAIL SUBGRADE N.T.S. o N.T.S. CONCRETE PAVER DETAIL U I N.T.S. LL_ 0 l 2X6 ACQ C.J. 0 2X4 BLOCKING 2X6 ACQ C.J. ® 12" O.C. 1�" SofGrass AS MANUFACTURED (TYP.) ® 12" O.C. BY XGRASS OR APPROVED EQUAL 0 CONCRETE SIDEWALK 3" SofPad AS MANUFACTURED BY XGRASS 0, 0 0 3 0 0 3" ORR APPROVED EQUAL title 0 1/2" GALV. (2)3X 10 ACQ --, 1/2" GALV. � 0 CAR(IAG j (�� GIRDER I SofFill W/ DURAFLO BACKING AS � BOLTS TYP. 1 (TYP.) j BOLTS R(TYP ) 4„ -. MANUFACTURED BY XGRASS OR SITE DETAILS 0 I APPROVED EQUAL. (2)3X10 ACQ 0 GIRDER PE NAIL v 10X10 r......! �...._......... LANDSCAPE : I r : COLUMN ____. ^�^ ___ _.. _...__ ---- 4 RCA t t- °' 8'-94" (TYP.) j 1 ...................... I ......................j 13 ...............: .... I COMPACTED SUBGRADE 1. t ..................... . I. .....................I ..............I ... ..............., I .......... LL , „ I 8 -0 1 OX10 COLUMN (TYP.) 8'-0" TYPICAL BURKE TURF DETAIL 0 I N.T.S. drawn by: BRC o I __ 0 I I i s checked b CFD _J R C D � C� CD �IL y. o I ; scale: AS NOTED Ei a- � � FEB 2 8 2018 project number: 17106.000 6 GRADE Southold Town o t° I Planning Board I 10 -6 n. 13 -0 sheet number CO c PERGOLA SIDE ELEVATION C THE EDUCATION LAW OF THE STATE OF NEW YORK PERGOLA FRONT ELEVATION PROHIBITS ANY PERSON FROM ALTERING ANYTHING � O IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION ^ /� N.T.S. OF A LICENSED PROFESSIONAL ENGINEER, WHERE JL) N +' N.T.S. SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 04 5 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 0 THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 77 2" 3"x10" ACQ TIMBER RAIL (TYP.) a 6., 0 0 s " I .... - - 71 N B I B > » . 1 - FINISHED GRADE 1 — 6 I Ii 6 3 32781reless Boulevard, Hauppauge, New York30 2 118 �....... i ........ 1 ,.............. , I 1 11 l i � ... Phone 631 300 1010. . I I COMPACTED ! p P owner/develo er: 10"x10" ACQ TIMBER POST TYP. I C '1 it ( ) 4 } SUBGRADE s l CONIFER REALY LLC I ----------- 83 E. Main Street,Suite 600, 41 (TYP.) Rochester, New York 14604 : I ole f � � ; ') '. �_ .� � _ 16" DIAMETER X 36" I IE 4; I 10 x10 ACQ END POST —� i .>_:-,W.w„._- - ::::: _._ - �— DEEP CONCRETE I _ "2: Site/Civil Consultant ' FOOTING (TYP.) - -- I- 8' O.C. (MAX) -� A IT. 48 %4 I ( I FRONT ELEVATION _......... ---- ___..__::._:._--:-: 3 » : 62 4 L K McL.EAN A3SOCIATE3, P.C. .................... :tl".._... I LONG ISLAND, NY I 437 SOUTH COUNTRY RD., I i j BROOKHAVEN, NEW YORK 11719 NOTES: O I Tel: 631.286.8668 3"x10" ACQ 1�” RECESSED 1. 1CHAMFER ON ALL EXPOSED , TIMBER RAIL E, c a 1. I L I EDGES. 3 x10 ACQ TIMBER RAIL (TYP.) I I (TYP.) 2. ALL HARDWARE TO BE HOT DIPPED I __ .......__.. GLAVANIZEDSTEEL. ,. .._......____...__..._.._..............._.........___..._._______......____.__.___.__..._...._._..__..___... 10"x10" ACQ TIMBER 3IT s _ ....................... rv................... I VINEYARD VIEW POST (TYP.) NORTH ROAD 1-5/8" DIA. X 10" LONG BOLT WITH FINISHED HEX HEAD & (2)-2"x 5/32" FLAT 1-5/8" DIA. X 10" LONG BOLT TOWN OF SOUTHOLD, N.Y. 11939 GRADE WITH HEX HEAD & (2)-2"x WASHERS, (1)-13/64" LOCK WASHER 5/32" FLAT WASHERS, 7-77 _! i" (1)-13/64" LOCK WASHER _. :_.. ........... I I I16" DIAMETER X 36" SALSBURY 3300 SERIES 10"x10" ACQ 1 MAILBOX SHALL BE COMPACTED .. ;_ DEEP CONCRETE TIMBER POST SUBGRADE "' - 11 FOOTING (TYP.) CLUSTER BOX UNITS OR APPROVED EQUAL. „ .. (TYP ) 16 DIAMETER X 36 (TYP.) 2. MAILBOX SHALL BE GROUND MOUNTED. ' DEEP CONCRETE FOOTING (TYP.) SECTION B—B ' SECTION A—A TIMBER GUIDE RAIL DETAILS TYPICAL MAILBOX DETAIL N.T.S. coniferr,"" N.T.S. REAL ESTATE DEVELOPMENT, CONStSRCTION►MANA6EMENT seal ��E O Fy\ ,c�i� c p \ LP 1. 1 [� P- ' O.C. MAX. 11,1 issued date description : . . _ g a 2/23/2018 TOWN SITE PLAN SUBMISSION s _ E, O I it !' €' :s �' j. ?' '• I � I' ;� { ! ;' is ( issued date description � I I ! �( E# €' ,; i• ;, } f 3,. i{ ;= it I F€ �} LL— U !I LL ! O O L4' . A I E lIj i I title p Z i PROPOSED CONCRETE FOOTING I € SITE DETAILS 2 v ; i v r� } I O C Q� p drawn by: BRC p checked by: CFD (6 ORNAMENTAL STEEL PICKET 0 � rD E E V scale: AS NOTED DETAILS 0) � N.T.S. FEQ 2 F) 2018 project number: 17106.000 ro 6 � 0 o Southold Town LL Planning Board sheet number rn 00 C THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING Oi N � IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONOF A LICENSED , WHERE ^ /� N + SUCH ALTERATIONS ARE PROFESSIONAL MADE, THE ENGINEERPROFESSIONAL S 3 N 5 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE LEXTENT F E ON THE DRAWING AND/OR INTHESPECIFICATION LL- / (NYS ED. LAW SECTION 7209-2) 0 LEGEND PROPERTY LINE PROPOSED LEACHING BASIN DRAINAGE CALCULATIONS WID D1 -A �_-' W/ SOLID COVER � N I N, D 1 -C \151 tN i I 4 ( �/�,MIR -©` PROPOSED LEACHING BASIN ATT 16 ; WS-1 WS-9 required required W/ OPEN GRATE • *. } a w - description area(sf) rainfall(ft) Volume(cf) runoffcoef description area(sf) rainfall(ft) Volume(cf) runoff coef G63•.?4�2��i - storage(cf) storage(cf) Q i �'�i r PROPOSED CATCH BASIN TYPE C-2 Parking Lot/Sidewalks 11735 0.17 1994.95 1 1995 Parking Lot/Sidewalks 12732 0.17 2164.44 1 2164 _ 17 Building Area 0 0.17 0 1 0 Building Area 0 0.17 0 1 0 ;) J o ¢L��,38� -- _ - Grass Area 777 0.17 132.09 0.15 20 Grass Area 723 0.17 122.91 0.15 18 N N N N �N I411 ---- _ _ _ _ - PR0P0SED DRAINAGE MANHOLE total storage required 11 2015 total storage required(cf): 2183 I j i 23 ti" ti' - 1 g RAI NAGE Prop inlet RIM: 21.60 Prop inlet RIM: 23.06 ES'- (SEE TABLE TABLE OF D a 2r L�3�30ii Bottom of Top Slab: 20.10 Bottom of Top Slab: 21.56 _ �46no� `,R, STRUCTURES FOR SIZE) approx GW 8.87 approx GWelev 14.67 4' ti _ allowable effective depth: 9.23 allowable effective depth: 4.89 325 Wireless Boulevard, Hauppauge, New York 11788 �2 3 S. B10'SWALE/ Z � PROPOSED HDPE PIPE (8)4.5'deep basins provided Phone 631 3001010 li 1 �,L /IoRMWATER RETENT o _ - (4)8'deep basins provided )' I i NNN 1 , 'AREA SWaN \�/ ,y (SEE SHEETS D 1 A TH R U D 1 -D Storage Provided in Leaching Basins: 2188 cf Storage Provided in Leaching Basins: 2461 cf Overflow connection to Rain Garden SW-9 Total Storage Provided: 2461 cf FOR LENGTH & SIZE) owner/developer: 22 ------- _ _. Storage Provided in Rain Garden SW-9: 2618 cf CONIFER REALY LLC Total Storage Provided: 4806 cf WS-10 UJ N ( I I 26 ,I \Nw g 83 E. Main Street,Suite 600, CL I I . ! \ SOIL BORING/TEST PIT LOCATION required Rochester, New York 14604 a J z �0w I. I I a 1 P3 �\ description area(sf) rainfall(ft) Volume(cf) runoff coef 3 g wI 1d Z + ei `. WS 2 storage(cf) o IM4 > 3 <a $I `? , �\ O required Parking Lot/Sidewalks 585 0.17 99.45 1 99 W Q q �1 '; RAIN L A- ^ -J�^ - o \, O_ s description area(sf) rainfall(ft) Volume(cf) runoff coef i a Q ( "- - N - - storage(cf) Building Area 0 0.17 0 1 o Site/Civil Consultant W IST GARDEN/ u BLDG.1(TYPE C N <L 3W 4I = �1ORMW I I_ - Parking Lot/Sidewalks 11062 0.17 1880.54 1 1881 Grass Area 4474 0.17 760.58 1 761 fof I gTER WS-1 SUBWATERSHED BOUNDRY z III k0 1 wf.. AR ENT(ON: �' FIN.FLR_EL.=23.25'- 42, 3 / Building B4 2812 0.17 478.04 1 478 total storage required(cf): 761 EASW3 I _.2s _ 1111 ��• � � � , Pro inlet RIM; : 22.00Grass Area 678 0.17 115.26 0.15 17B � total storage required(cf): 2376 Bottom of To Slab: 20.50 S 1 \ approx GW elev 13.62 r Prop inlet RIM: 21.80 p I � I ;' - ,�. __ SHEET MAIC H L N E Top S a�a. allowable effective depth: 4.88 Bottom of 20 30 --. - - \ ( EE KEY MAP BELO ) approx GW elev 10.94 r _ I - 6 1\10/ 3/ 5 r 1 S w �a-- • �- allowable effective depth: 7.36 (3)4.5'deep basins provided TP- o rn 13- - - /I I I N� - - - - Storage Provided in Leaching Basins: 923 cf WS-9 N ,� PROPOSED GRASS S WALE (5)7'deep basins provided Total Storage Provided: 923 cf L. K. McLEAN ASSOCIATES, P.C. 3 - - �' B i 2� �2 N r9 '_ N Storage Provided in Leaching Basins: 2393 cf s !, / •`\ / 0 g g LONG ISLAND, NY 9 �Q o17 -- . � � W 8 J 16 ,i 9 �n ' ��/- Overflow connection to Rain Garden SW-11 B-7 437 SOUTH COUNTRY RD., Storage Storage Provided in Rain Garden SW 11: 314 cf required BROOKHAVEN, NEW YORK 11719 - _ - __ ----- - \\ description area(sf) rainfall(ft) Volume(cf) runoff coef Tel: 631.286.8668 o r r 4 r 4 --�i _///- \ Tctal Storage Provided: 2707 cf storage(cf) F - • I s S _1U '-1 Building Area 3280 0.17 557.6 1 558 cU g • N� I j - ' j�/�f' l6 5�6 - \.` WS-3 total storage required(cf): 558 required Prop inlet RIM. 23.10 ' \ description area(sf) rainfall(ft) Volume(cf) runoff coef 19 J I storage(cf) Bottom of Top Slab: 21.60 I \ T - "- e Parking Lot/Sidewalks 8099 0.17 1376.83 1 1377 approx GW elev 8.87 s I a G ✓� i' - �9 �', \ Building Area 0 0.17 0 1 0 allowable effective depth: 10.73 VINEYARD VIEW \ --- N N BLDG.2(TYPE B) 871 - - - --- - 20 - - I = NORTH ROAD I Grass Area 2448 0.17 416.16 0.1� 62 q 20 21 FIN.FLR.EL.=2325'_ /' j 1 T dee basin provided� b � total storage required(cf): 1439 O p P 1, 18 2 _ 3 2a _ -- n THOL N Y 1 1939 _ / , \ � � , � Prop inlet RIM 22 42 Storage Provided in Leaching Basin: 479 cf TOWN O F SOU D � � 22 -- \\ ��' � � Bottom of Top Slab: 20.92 Storage Provided in Rain Garden SW-9: 2618 cf � n / approxGWelev 10.94 Total Storage Provided: 3097 cf I I h 22.1 >.. .. " •89j - - -2p \ J 0 5 allowable effective depth: 7.98 I co m 3 P cu w H 2 X251 --22-- o/v required %`.% N / • •` �R (3)7.5'deep basins provided I � 12 •/ O _-- Bq description area(sf) rainfall(ft) Volume(cf) runoff coef N 2S O p O' M M \ Storage Provided in Leaching Basins: 1538 cf storage(cf) r a • O Oo O UQ 0 O 00 Total Storage Provided: 1538 cf BuildingArea 3280 0.17 557.6 1 558 X ;5 b o O O p 00 O total storage required(cf): 558 34 0 \ O e WS-4 Prop inlet RIM: 23.10 H /r � , O O } - 10581 2 162, w w s• Bottom of Top Slab. 21.60 O p O i _ C', \ \ Q required , , �O o O O , , �� \ � description area(sf) rainfall(ft) Volume(cf) runoff coef approx GW elev 10.86 p 0 0 0 0 o -A m / storage(cf) p j y C Ill I _ 3� \39.1. 1 1 � N _�� _ � es/ • - \ ` �L allowab_ a2• 5s I I ` BLDG.4 PEA /•` 2 / \ Parking Lot/Sidewalks 9534 0.17 1620.78 1 1621 M BLDG.3(TYPE B) �_� 6 I � I �`L J s C l N \ Building Area 0 0.17 0 1 0 M N \ FIN. ` 641 N �P \ (1)7'deep basin provided j /• rT FiN.FiR.--" - EL. j BLDG.6 frYPE D Grass Area 473 0.17 80.41 0.15 12 B-1 Q N 1 37/ 1 36 I ISM I 14 EL.= S 23.25' / ®1 i� �' RAIN q ` Storage Provided in Leaching Basin: 479 cf - L 23_25' ti 66 j FIN.FLR.i GARDEN total storage required(cf): 1633 I SroRMbyAT � Storage Provided in Rain Garden SW-10: 1008 cf `' " ER g _-- 661 23_25' a AREA ` Total Storage Provided: 1487 cf h �6 ® /• EL.= I N REiEN 010 Prop inlet RIM: ab: 20.0 0 4 .2 s_ coni0fer. ,S �s s S S ---S • R 7Z i' . .. . approxGWelev 10.77 uI .y 1 /48 ° FM� - - FM _- /' B� \ \ �� . allowable effective depth: 7.73 B'S REAL EE7A7E DEVELOPMENT.CONST RU C710N!NIANAE:E MFNT 3 / I I • �. p ---3�� , required description area;sf) rainfall(ft) Volume(d) runoff coef g III) I V - - L �, s • �' e 1 ' (4)7.5'deep basins provided storage cf rn ( N• 69 70- / o I 2~ Storage Provided in Leaching Basins: 2051 cf Building Area 2812 0.17 478.04 1 478 s M \ y 73 i total storage required 11 478 I Total Storage Provided: 2051 cf seal FM Prop inlet RIM: 25.07 I 23 - WS-5 Bottom of Top Slab: 23.57 FM 4 ---__F - FM FM-__ t I d I s S s S S S a I approx GW elev 16.72 1 a � required I cu description area(sf) rainfall(ft) Volume(cf) runoff coef q allowable effective depth: 4.85 � � � .. � `. r � � - storage cf 3 'L� , -amu_ -w w w w w w � B ( ) FIN.FLR.'EL._=29:0' % c - - - 3 Parking Lot/Sidewalks 8871 0.17 1508.07 1 1508 _. _.. E - � E G E G G DG 7 TY( P ) (1)4'deep basin provided - _- `` BL E D < Building Area 0 0.17 0 1 0 FIN.FLR. I -�$ Storage Provided in Leaching Basin: 274 cf r r ///, Grass Area 802 0.17 136.34 0.15 20 VV j Storage 921 cf - Q - . 56N SNIALE I STORMWArE - - tai Ir ProvidedGarden SW-8. �I - 57I N TN EL.N GTotal Storage Prov ded n 1195 cf I - to storage required 1529 i55°j `'-_,,;I - 23 a 23.25' rage equ` d(cf): g GARDEN/ STORM RDEN/( �f S S • `�-' Prop inlet RIM: 22.42 RE WATER 3 \ TORMWATER TENTION AREA - b - , - - /. �I_ Bottom of Top Slab: I i ` T�NTIONq - 20.92 G-C F-1 S approx GW elev 10.62 required r6 \ `1 75/ w 76 3 allowable effective depth: 8.30 description area(sf) rainfall(ft) Volume(cf) runoff coef 0 \54 _ storage cf ^ 406� . I BLDG.5(1YPEA) _\ Building Area 2386 0.17 405.62 1 ISSUed date description E - s.t5' 3 8'dee basins provided FIN.FLR. L. 2 ( ) p p W - -- - W 2/23/2018 TOWN SITE PLAN SUBMISSION j c�9 8 / total storage required(cf): 406 /•`I a _ Storage Provided in Leaching Basins: 1641 cf Pro inlet RIM: 28.20 • 1 -Pd 31 =1 I I z� \ B5 X77 78/ - Total Stcrage Provided: 1641 cf p 3/21/2018 UPDATED DRAINAGE CALCULATIONS I v m Qti \� • S S • Bottom of Top Slab: 26.70 I o S � -- a approx WS-6 allowable effective depth: 7.98\ M 3 M -27-- P-2, = w ® description area(sf) rainfall(ft) Volume(cf) runoff coef required I Me yh ; i 81 Rg1N GARDE\ 1 Bei w 84 T 1 - storage(cf} (1)4'deep basin provided STORM N/ Parking Lot/Sidewalks 11490 0.17 1953.3 1 1953 - � --_ Storage Provided in Leaching Basin: 273 cf I<ETE NATER g g TIO - w Building B2 5383 0.17 915.11 1 915 N gREAe2 ro - _ _ ___ Storage Provided in Rain Garden SW-5. 943 cf 8 N - Building B3 5383 0.17 915.11 1 915 S. g Total Storage Provided: 1216 cf Grass Area 1 8579 1 0.17 1 1458.43 1 0.15 1 219 total storage required(cf): 4002 B1 Q A Pro Inlet RIM: 22.80 %" �, - ;' %' ! �'� '1 Y�1 _ p required issued date description /" ti ti' 8s, - Bottom of Top Slab: 21.30 description area(sf) rainfall(ft) Volume(cf) runoff coef storage(cf) approx GW elev 13.62 Building Area 5268 1 0.17 895.56 1 896 allowable effective depth: 5.68 total storage required(cf): 896 Prop inlet RIM. 22.09 O I ; r I I' /� ///\\\ - ' j' (11)5.5'deep basins provided Bottom of Top Slab: 20.59 - �,3 i \ Storage Provided in Leaching Basins: 4136 cf approx GW elev 14.00 Total Storage Provided: 4136 cf allowable effective depth: 4.59 RAIN GARDEN'/ 4Q WS-7 (2)4'deep basins provided MWATR P description area(sf) rainfall(ft) Volume(cf) runoff coef required Storage Provided in Leaching Basins: 274 cf - TENTIONAREq Q� storage(cf) Storage Provided in Rain Garden SW-4: 643 cf - SW9,; Parking Lot/Sidewalks 14099 0.17 2396.83 1 2397 Total Storage Provided: 917 cf Building Area 0 0.17 0 1 0 U -- -- __ -' - - V Grass Area 23854 0.17 4055.18 0.15 608 DRAIN4GE CALCULATION NOTES: total storage required(cf): 3005 I / ---- Pro inlet 22.41 1. AREAS ON THE TABLE TITLED "PARKING LOT/SIDEWALKS" INCLUDE ALL IMPERVIOUS II',- __ p SURFACES FOR THE GIVEN SUB-WATERSHED, INCLUDING CONCRETE PADS FOR O I. - -- --__ _ Bottom of Top Slab: 20.91 BUILDING PORCHES BUT EXCLUSIVE OF BUILDING FOUNDATION FOOTPRINTS. \ approx GWelev 14.00 title O allowable effective depth: 4.91O GRADING & O (10)4 5 deep basins provided l - Storage Provided in Leaching Basins: 3076 of 1 DRAINAGE Total Storage Provided: 3076 cf 00 CC) 1 7 / O WS-8 Lr) 50 0 50 100 1 required PLAN C, NOTES: description area(sf) rainfall(ft) Volume(cf) runoff coef storage{cf} _ / ` I SCALE IN FEET Parking Lot/Sidewalks 5396 0.17 917.22 1 917 - ) / 1 1 1 . REFER TO DRAINAGE STRUCTURE TABLE ON SHEET D2 FOR ADDITIONAL Building Area 0 0.17 0 1 0 INFORMATION REGARDING DRAINAGE STRUCTURES. Grass Area 3745 0.17 63ora ed( 9s , I - total storage required(cf): 1013 O REFER TO SHEETS D1 A THRU D1 -D FOR ADDITIONAL INFORMATION REGARDING Prop inlet RIM: 22.54 Q 1 �• Bottom of Top Slab: 21.04 drawn by: BRC E I PIPES SIZES & TYPES. approx GWelev 14.00 \ ` I allowable effective depth: 5.04 I checked by: CFD U 1 (3)5'deep basins provided II II,P -A4 M µ�j /f scale: AS NOTED E 0 \ I Storage Provided in Leaching Basins: 1025 cf ! '� MAR 2010 -/ U Total Storage Provided: 1025 cf � o � s project number: 17106.000 r� c SO"±tilo;d Tc?',ti'rl Q sheet number DO U THE EDUCATION LAW OF THE STATE OF NEW YORK O U NTHE PROHIBITS DRAWN SERSON AND/OR FROM THEAACCOMPANYING ANYTHING N SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION ) KEY MAP OF A LICENSED PROFESSIONAL ENGINEER, WHERE D 1 N - ENGINEER MUSUCH ST SSIGN, SEAL, DATE ARE MADE, EANDODESCRIBEL I _ to THE FULL EXTENT OF THE ALTERATION ON THE C) DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U 1% 7.4.15 �}-23. 359 23.0 X 19.8, 84 , I X 15.63 ' 1,i **� ...M,,, ,,,.9_9.9_9 „._... _ -... ,.�,. Q ..1µ'/`"{.:,• .,. I..,^ ,1 ^..�/\ ,-, vl-"7., .,A.?- ._i,._,'t-".h.,`...,h-A-_ -,._. '",� ,,.wl.,wwk_" '^^ «,.,. q ... - - I � h .".99.99_ C \�.. -»\ 08 ��, I 20 j, _, __1 0 ZZZ x I ,.. ," of �01 ^ '- . "" ,A.. 20.50 "i'� 8 - - ,» \ 11:1 ;?E x 33,9 ._ ! -_rt `"- w_\ ,. X 33.38 w ,/�� W,w '•w•�" / - -- \, 1 r° ' 20.50 W 1- _z„�_ I . ., Lir +19.05 " I 1 t \ \ ' P „, Q Q t,,,, " ».,.,....-.„.„- \ X,4,41 _W__.-6. - I 3P.40 , 11 i- , ``� I ID �t / I, i 2 0i Q •_ __.. _..._ __.._ » _. __ 20.Ot1.� x,572 f rs - a I- _.. _.. , d 5 ' I- r.- 1. 11 .' x X4.71 N 1, \ '',;, ' ,r'� O O w ;,.�f'' ... ,,.., „„„_ ;,. ._ £-. x 14.04 - �ENNort _.. - WD °" Q ( : N x P 7o` >,, - Of O,a0 ' t,_, ,. 21.50_,._ -__ _ - . ,.. , \\ , e ? o'a /y N 20.5 2 0 / _.._ _._.._.._.._..._.._..._.. �.� X,4.s9 F t F^'� ? ' 0� ;��? m 1 1 ' , 20.50 _ .._._.. .� \ _ 4 jF'.J , I r , I N ( i 1 ,_ j �r�` ' ( ; I 22.35 sa cn, 22.70 ' Of6� �.- 20.50 \ ?'21� , z f77o erF ( ° _ " 0.50• •'�,• �� i[ I `� N,.IV.-119,03; 3 ; 23.75 , _/___.� 21.60 ti X 2,.46 \ .,,,,,, O £ I 5 O ° � � 1 LF _„ O \ ri 8.65 : ( ■ 22.00 //, 23.10 10 11 `ice 18" HDAE a 2 ,• ' /;. i�, ( x'582 325 Wireless Boulevard, Hauppauge, New York �3 I 4-25.99 %i t 3 /1 f e +22.00 23 1 D -a 23.13 11 4, O \ i 11788 N I a 3.13 23.13 _._ ' V :)308 ( � ( 22 DD 9.8 "°•, " Phone 631 300 1 01 0 La,� x 3355 to f ® ! 22.DD ' /2j.1 D x�t- .____.,._._ 2 ,�.�.� - `� % 4.73 4 -.-_,. ' q 'I ° I- o; n _ �° -- owner/developer: 1. 5 X 2592 : ° " ' % 22.00 ' i �I3.1337 t-F 8 b� g O j (�" _ _ \... i j `_�_,- CONIFER REALLLC I � ,. I 1 >'3 z !; ° 1 110 23.20 / i 23.2 �,__ 3.20 83 E. Main Street,Suite 600, --// I; ] N , 2.00 .._. ' ' 23 20 23.2 _ 43.20 \ 22 98 PROPOSED SPOT GRADE Rochester, New York 14604 ry ! ..t ! [/- ,`...,\. ...:`��.M'� t ....... ._.-... ,,._�,,q_.................`>x`,:.........._.,.( M,- -- %16.24 44 N,,. f>. i,, t r EE i , N _ ` LwL z !j ; , -.,.,. ...�M...`. - y.........._ )%� �,, "i, I f(; t i € i ': ` t - -` .._,�__...............,........_. .__ ... .., .,,._.__. ...p...._..__.,:-a,....... .. ('�...._-._.r fi:- j . � o iC_ _ ... „ _ , ....._ 0 ® „ , 2 .00 i it __.._ x _.. j -- -M_-'_,- ,--M_"'� 1 Z Q - 23.20 23.20' o.. _ ® Z_ W Z W _ -23.20 X 2P"o6 \ Site/Civil Consultant ' p� w N f` ;` `W - ;, 22'7 \ ;'` TC 25.50 PROPOSED TOP OF CURB f Q . : { I i I, fY Q �;, 22.32 23.20 r N x`z36z 22.23 Q f- j t r- V Ln 4 \ / ,E i i e i (.9 O W ! t ` I ; 23.10 Cr N �-©��� \ Y _r BC 25.00 PROPOSED BOTTOM OF CURB E I I `� ai -25.0%� J M -� \ ;` �'� 01 --�-� � .},29.29 2616 x ' - -rl-'t`2 u' N [._ °�. o FC 25.00 FLUSH CURB ELEVATION A�� t N :l 23.20 i 1 1 �✓, II ` Ade i ° ;, \ ,.,... ,/ 23.20 -�,\ `(`} z V..._... \\ i 0� � ; Q7 , , ? j AlW 1 ,.,__.___.1_-,.; 'ay�,t x 1I (� 9 1.17 i e I N �r ° 1 22.80 ; � r - -....,.___._.A._ / � 1 r N 2.00 23.20 -_ 3_- ' 11 11 L K WLEAN ASSOCIATES P.C. X X �� « 33:6 (- ' ; s.00"" 22:00 22.00 ji t, i j (zA J 23.20 23.20 23.20 ` o'©'� ' �"```11 \ ` ltI 1� RIM 25.00 PROPOSED RIM ELEVATION 3229 %2ao4 ° '}� i 22.00 : , i \,,;-� 201 ! rl 9�\ r U N I 2.00 i T. ; �23. _._:�23.2Q..� 1 \ t �e�' 23 20 _r ° \t -�2 M ,� �� ® Q,. t .ti\ x las, 7 1 x,6s4 LONG ISLAND, NY 33,37 i 38 :, k v I ,.\ /- , ,+2 M ,,/ ,.= 3 20 i 23.20 I ; �1 `1` =' t i' 437 SOUTH COUNTRY RD., _ ' t ' ' N G BASIN ROOKHAVEN, NEW YORK 11719 I 1 1 ti _--,, ,j 23.70 23.13 `' F } ' 23.11 { ?' I l Bel: 631.286.8668 co, r„ ff ,,. . \ t. .. ,r ' , $ , PR POSED LEACH 1 t , { 25.80 N.............. ::r-' 23.1 23.13; �r \ 4 I In I . � ,�,,- t / ,. • �' 24.07 3.47 23.11 $� 23.11 c �Q 2 ;' .15 mf W/ SOLID COVER _.._ _ may_... , , ,' f ..__.�_._._ . . .r _. _ -�_.._._.-- ... -- M,_. .................. � t , _u:__ X ! / ( r _ 24.48 N i fS.0 C� RIM 22.50 I -X ,69 \ r s \ , x __ i- _ _. __.....__..__..._... __.... _ y� T� _�_ , > �: 1? LF _ 0�, x 19.9011 LEACHING BASIN _ :`-....- ==_. . „ .. .. .. 3.0 Ch i a g-18"5t f1bP�-,to__„O-°, i X 9,,7 �-~ w . X I0 \ q, 25.623.11 I fi ; $- �... _. _, 1C "23 0 .,� x 2,.951 i I',N, W/ OPEN GRATE H i \ 1 31,73 TC 25.72 ; s OR T( ,' } BG°22.50 l f' -``, -3" 't TP-12.1 23.00 - !'I O t X 18.97 BC 25.22 - y �'29 - l� w � >I --, VINEYARD VIEW E( I , BC 22.50 Eu PROPOSED CATCH BASIN X 31.32 `� I %26.70 Q`�.a * 'f 9 I �,,-• f, ,.t ( TC 23.50 sr..;'" ,� , : !' f 3326 !' - BC 23.00 ? 1 ': , (D1. ! .� j TC 22.87 w7I �' 'iI i 17 TYPE C-2 NORTH ROAD I i, f 3. ,23.©9 I t- �0 BC 22.37 i. i, .� :/ �� TC 23.34 1 I 11 11b , p_�01 11 TOWN OF SOUTHOLD N.Y. 1 1939 __. S { i I Y BC 22.84 ,' - TC 23.00 p I 4 iP-IG �: + r"� PROPOSED DRAINAGE MANHOLE yy MX 3.387 3396 ,,,,f8.86 .., } ,, R 1.8 �! TC 22.90 _ 1 f ' k BC 22 50 IM 2 d ( TC 23.40 L2 55 .._ _,.... � 1 � I? 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"+ „•_ t`•, I _ 3 11 ...1. 3.11 } I ( REAL ESTATE DEYELOPMENT,CONSTRUCTION k MANAYEMBNT I F ............... \ _., a \ 11. 3.11 L L --' 31I 1 / (: I I 3853 `�•_. ' -.. t °' \ 24.9 , 231 2 ,13 31 0 �7 07 25.05 ��..I C 22.183 2 . 8 I � I , 1 I ' � � 1. F0 I 1 r ,,'I i ! ,' ..- I x2619 x moi; I W\,. i Qs FC X2.79 �-2 23 ( I23.20.: \ __ .......... 23.13 5Uj -----= _..._ 0 ! �1 seal ��} 1„-)� : _ 3, '-1 X �\�', w` TC 23.20 23.25 - ` ` . ` ( Ate'` o f_ I C 23.17 23.20 "�' '' j `� \4� G.� +�yBC 22,70 I 23.20 J /'.,c' '' \. ' �N �'/ ` \\ �, LD m ` 23.20 �r x r .56 .7 �: -,-,? r, ;; '`.1 . / f % \ O -3.77 I '2 20 23.20 1 " 22.30- _._.� ,;, ; rr+ - I � \ Ir t,' .t �� wco h (y of it r a 4 23.20 � � \\ 22.48 \ �. i;; � ;; X 31.90 i cd, t ! t t 1 ` '� i <; i rn ,611 Y J ,r"' `�22.5D-" ` \ % • 1 _ •'l jf ¢ i r rn V 3.2 r X 16 36 5 I.,1 `�'i K) ! tJ ( t \t t mi'''l �! 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J n ..:t '�.., a.: il/ 22.98 : 23.20 x26.99 I ! i ,ax i I<.:.r�',' �'e X t 1 1 ? i I 23.20 3413 J - TC 24.07 c1 j ` tt 39.1E IJ, t 1t iyr �' it ft 1 f; r is r .t RIM •.40i - i. \ - ' :2 1. { 22.53 C 33 3� J J Jj f' J i ff d T'-- t BC 23,5' ( 2.0 \ 3'07 B 33 3 "`� � I ' f Issue date description �: e 11 i xo.9t' t '«� rlia M - :__ 3,20 20 _ I 3.1.3' ®gw `� \ 2/23/2018 TOWN SITE PLAN SUBMISSION I �232�2 3 s r 250- %19.4, ( .0� TC 33.60 rt I 1 ,, i �..v ..® ; i, 6 Eo 23.20 23.20 i© rb"S CF 22.07 ` ' BC 33.10 = 3.81 / \ a 3.20 V IJ j f 6 3.31 M STC 24.36 - _�t"_,'__` _.._ �....._... »_ `. 2 ' NDnF «22.50-'�' O \ O 23 27 � 123'.1 13 13 f \fit m E ti C%3 i a BC 23. \ ( } TC 33.52 ,-., _ 23.19 ,.8, - -._..... B! X3.56 d BC 33.02 0 „ ,; i "'' BC 2` .69 y DB..__._`_+23_.1.5__._. 'sao 23 0$-- ..,XT24,, _ �.1 _Z123.QB zz6a�C/8 8 t _ -,-__........9.-.9,...- 4 S.._..,.,............... - X le.n _:»„ v) 8 _._. ` . 7 _. �` 15 2 L 2 � � `w 3 q ten_ I " i "T1 \ t T 7.59 /r 1M 00 �_.�_ _ 2�.Q.Z X23,, 3,07 . .. ,H -}2 .�7 .. .. 23, 7 _ 22:98 v i T 26.3E � ` . ,,, ._< _ -`_-� }... I 87 09T(, 0 3-95 L O .: = \ � 3.08 �p O X i T 3 $7 33.63 2•J 02`:20.2 )x3 I 23.421. 15 LF23.10` _ 1 _:Z-o,' 7 ,'"o.,<n 3 � 1u 22.33 " 2 33.90 �\ ,... t _ 1 J / g� PF a i s , 10 Q) 37 BC 33 13 O lNl \ 1 HD a-, �, , '23. 5 LF 3A6 7 �, �` : `Vl JJ ��vJJ (. y _ '� Q ' 312g ' �\ ,�z� � q X 2890 \ ��� , I .6� 8 J �' \\ TC 24.00 a4� p 4� j RIM.22® 18"h HD{'E ,< 2 ' \ r .v '335 A ,! I �� ° N`,' q --,.:, - r� :, �C 23.BC 2.'1.50��2•• - v'tC ' g ®� '; �I ® , 19..,E 1(}"¢ I ( �`� �t o 11 I ,33.67 �`' "``- % a 24 p5J 23•�IITit�,2E�0 r cri 2386 t � % _ L___/A- -M M- M issued date description x C;33.17 i _ X PZ 97 x 34.F4 2D a(34.32 .....,,.,.,_,....�...,.�..._. O "...,,„,__- t �i is 6 rn ,2 3,rA -,_:. , M / i 2 RIM 2 3.10 i T- 4.80 24.59 O r e ? ,:: , c� - 24 19 p` ,/ p ,' ::�- X Pa9i- ,, 'f- ;s a _.. 23.39 9� 2 r7 _.. 3.20 3.14 , J/. • 0 B 4.30 � /, z t ; a3 - X29.4o 6 23.20 i ��w .�3 _�t 1, � f ;... _,.� o < TC 34.1 k 3,.,5 „ ,_ I TC 26.35 yt ; 24 :O 4 L) h 23 'F _. Oo „ - / 8 23.20 __.................................. - ' \_39�BC 25.85 U 33.75 BC 33.61 99.,._.99.». '` - w - " ° 00 rV 23 10 I _.,_,_-z 0 1 �, BC 22.50 -_._." C 22.38C 22.50 8,' w 11 LL_ 11 . _ 23.08 a4 s `.24`' ___ _....,, i; B 0 -- I C ©_ - _ -i 0 ,, 1 r 23 10 � � 1 U - 99.99. ^.,N I T C) - ' ' 3 0T U t } . w 24.x'19 !_� %- / . 2 23.20 �f- `�C 22.PO. ,, BC 22 25 /23.09 TC 22 80 I ! f A "'l/ �� 60 / �3C`22. BC 22.30 f°" J LL 3 �C Q 28Po , ~ f ' A . X 2, 9 j \ RIM 22.00 _ i. O I :. TC 26.33 9 ; h O ^ 2, a' \ _--*® - 0 i t ti i i �1 - X10 `� 23.0 ,,, O 2 0 I o t f �C 25.83 26.38 i RIM 24.52 8 `� / 6 j `i �� q° Qv , O l D K - _ 11 D L.. ® ti /2 Cfl r 1 23 2 5 1: I t `30 / I I w 4 8 ow nE t x z,.97'' v acs I, O 3 t t TC 25.46 - <`< TC 25.1E X P797 2 .2 1 g" HD , / 2 .00 _ 25.57 I CO �� l Ytt C_21.9 � '- P I © ©r a,�5,.S / Qp 23.20 r 4 ,' <� I O X t BC 24.64 �,' } ©' t 4.40 ,tn a <F N 2 ,0 I �� z 21. r a t d , : IyL? .. 7- ILF __,.23.20 o r t ! t 25.11 a b` + ' Lar A V� ;1 N �23 2 ;( t� r , i f i 1 t `� 11 TC 25.86 T 25.85 `' ,_ ' `� ��" 2� 1 / ' !8 �s 4��1 � G i T +---- x 3819 1 r ;f t r f'' ' ^ \ k� BC 24.361}- ....25.78 4 Q .2' 2¢ ' _._ I - 'o-0 w n _,_�,.,,.____._.' N x 34.,7 x 34.3s i i' i t % ' i 24'1 2 .Q7 -..,I .y '60 v> I t J ! t Y 0, r i 6 u,' 2 } O: 3.63, 1 - 1.2 # 2.25 r s Q, .- _ I x 3a b ' 1 t ,6 ( / j ` ` ;,` ;'2x4 3 4a 5"' } J cs i M I I �/ -� t title ev1 O zM _M, _ }? i r x 3t3e� r ' r t .4 .., .,... e g k I W N ,-,--•' S �M._.._. .-. , t -. of 1 i Sl �25 +&� M__-..._____.pi_-.. _ M,__ fiM 26 315.8, - ( NORTH ) 3 1 --r- M _r M-_1 y'� 1 ri g 2 j y 27\ 23 J �4 \TC .53 � � I 3 ---,. O i 0 i � 0 t t --+-M jr ;�� C��. �6� \} / _-T_- F^� 00 _ _U,f � J _ �o C7 1' 11 03 < .r f © - s� I t \ {'� , p i t f` tr j i " �\ TC 26.25 a ) I ` i I - c' _ E2�{� - I" ,,:::::. j .__/ ( � t 1 N \. 5.53 t b / 1 I # \ _ _..__ I B-� t d BC 25.75 t 26.75 -}2 , " �,.p +, i o x , ;j ' � � 2 } 5 33 X2363 I 1 t I y m I 0 11 J � � s w I I �, `. � , DRAINAGE O !t ! i i \a x 311P.', \ O / v y ' I «.,,-\ 2 .07 \ x,9se `' 2, -, TC 26.70 1 RIM 2 00 . N ; ; ! 9 5.34 ii r 4- N) r / � i � t \' '..- L----I----I I I l I O: Ir, t Nt / i 1 \ BC 26.20 `\ x 29,75 *;� / RIM 2. 3.18 x,,927 I -i,, O .; r 1 ,. ' �;' 23.06 - a -2. o t i'1 i r \ �C 26. W / ;, 23.1 \ z •2 X 34.51 €x 332 .l 11 i jt P � 3 ar ,s .:� C ,26.4 ° 27.40 2.s r i; ____.__ -- .._-»4/ _.._.____... t t 1..1.. ._I._._._ '` «..-- '�x' x 19� .._-' PLAN It 1" f f t d , . -'+f- 1 r `; I T.. r _.I 10 ,3.20 __,� , :. N : i ,i f j ; / ;n _TC:26.9 < I I I ' i I I ,t \ x 1923 , �23.2. 1 `� ,- ,,� i� 0 20 40 I. 4 o / r 1 BC'26.4 ` 1,5 7.05 25.®- -�r` I -{ �-} _- j i F... --- 1I ! y �,� 2'S. 9 I Feet X 32.04 27.78 V 1 ?� I E- I I I I i -'r 0 '' {« a2 / kr fj . Q) y : v TC 27.90`. 27.05 ! I I I I I X Ioso f E - PLAN KEY X 31.62 L x 320 23,04 SCALE 111 20' N 3206 \ BC 27 40 ,". / 27 R ,5 - ------1 ------+ ;I 23. ' , �� 23-.1 - TC 27.70 ... _s _-5_..........._..............s.... _ 0. O 2 0 --- -r - 7,80' � BC 27.20 FC 27.13 ` ' \ �- `'`, .1 �®b,1` $ :�a X 1957 j _ 1.._._.__.... 1 %� . . , drawn by: LMY I I ' / ; __ _ \ N O x 3440 x 3304 k�� 'y ? \ FC 213 ��' - r� ,4,t I T .--_.! ® ,�,- 3.20 ___,..._._.. _ N _.� ! \ 7, fl / \ TC 23. i k4 checked by: CFD cD 1�,3 '. T (j27.90 \ `:`, 1 ,, i41ft,77 G� z.eo ,'' 0253..2 \ `� `t. .... \ / I AS D p�2"-7.� ` C 27 \ �, y ! . BC 22. 0 iJ $ \ '28 1 \7.40 X 29.3so 2 0� ,27.40 2 I I r� // ,�3 I I scale: NOTED _ 1 \ 28.22 BC \ f 25.56; ry �rH� �d 23. 8 v. C 7t 3 a'S '•� x 3286 ' t t`.. : x 2817 \ i '["' a TC 23.00 E D 1 _,� D 1 C \ FC 27.70 } I_____i__.._. �, - u 23.25 �" TC 23.00: TC 23.00 FEB 2 8 2018 a- I \ TC $.30'', X 30,44 `` 24.88 0 ! x .P9 �BC 22.50 11 %t BC 80 `�� `' TC 8.16' 26.7525.45'` "` -.._,__, N:°, %` ' '1`5 ;'sus - r 23.20 3.20 BC 22.50 BC 22.50 22.9 project number: 17106.000 o / _,��_._, 2 28.2 -. \ \ \ 8. \ BC 27.66 \� 25.22 ©_' A "� 1 LF RIM 23.---: ,-__�,-._,,,_- L.. _ _ � ,, 12 . 6 _ R SOutho »- .,, -23.09. \ 2 22.86 cfl \ \ ,... / \ \ = 23.20 O 1 y C } � © 8"� HDPE 5 4, Planning Board F O 1. 28.43 ':: ,, T 26.70 J•}`, � � ,�.- „ � } 2,3 23.16 � Q. 1 ° � 2 LL_ t 28 \ C `" 5 85 LF-- 23.16 I f U� 4 ; ;` X 33.43 8,36 /' TC 28.75 B`26.20 2 ;E ...... ,,,.,�,�:,,�_.�,.:,:-..:;9............. --- _ °' . 5_ �, \ , sheet number 28.60 28.77 \2 74 8.39 "� S61 pp. y`�r% rn I / t / BC ,28.25 • 7q .. ` � 23.21 i o ti O~ 00 C "... _.._.._,a:_ ::::::: :.::...:.:..::...--_-.....__: ........ _._.... -._'_' 2._.fj2»» tir 2.90 THE EDUCATION LAW OF THE STATE OF NEW YORK t \ /Q7 RIM 27.80 ..... _...__.--__.... ,, 25.09 - PROHIBITS ANY PERSON FROM ALTERING ANYTHING . ,.. o L � STC` 58.14 ' `� �27.72 TC 26.25 TC 25.20 23.95 TC 23.20 23.27 2 22 57 - IN THE DRAWINGS AND/OR THE ACCOMPANYING N o 3� \C c ✓ BC 25.75 25.31 23.78 T 3.78 C 22.7 / X 34.i 9 � I ® ® _ ivLuar_ss •63 ® -r_ .30 ® ® ®� � s ® 2 FC SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION �r I , . 213-13 6.4� TC 23.4Q TC 22.90 OF A LICENSED PROFESSIONAL ENGINEER, WHERE __999_.9 R - , / gTC,27.00 TC 26.95 Scd TC 24.00 TC 23 61. 23.66 TC 23.35 RIM 22.30 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N +' p 1 _ D I 7o 8,�� l .._=__.,__ ._ > _ _ ___ . . . • D1 1 A N - D 1 -B -F2 - �-- - -- -- -- I° B x.56" -. - BC 22.85 RIM A_1•40 __ BC ?_2.90 BC 22 40 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE p / ( T I °jFI a ,/^ �0 „ BG 23.1 1 ,,`\ ..T 1w ■- -- -- THE FULL EXTENT OF THE ALTERATION ON THE 0) ",J ATCHUINE A- DRAWING AND/OR IN THE SPECIFICATION LL_ (NYS ED. LAW SECTION 7209-2) 0 w , K 12.81 \ 1::'D J& AP (` FND, x 11.77 ' a b , X 1302 t x 8.10 ; x 12.18 l x 9.52 x 9.30 I x 10.59 X 12.97 \` 325 Wireless Boulevard, Hauppauge,New York z 4.7311788hon P ,'• Phone 631 300 1010 LEGEND: X 70.32 owner/developer: \ ` -- CONIFER REALY LLC 83 E. Main Street,Suite 600, x 1144 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 M% \ 10.42 Site/Civil Consultant X1998 TC 25.50 PROPOSED TOP OF CURB BC 25.00 PROPOSED BOTTOM OF CURB J X 11,46 ,' +$ X 14.17 4; f x 11.99 FC 25.00 FLUSH CURB ELEVATION x 12.51 x 1396 RIM 25.00 PROPOSED RIM ELEVATION L K.MCLEAN ASSOCIATES, P.C. ..; , �, ,-.�•�1'.� {M1�'^�-' ;_� LON ISLAND, NY i 47GSOUTH X,873 COUNTRY RD., y 1'"} PROPOSED LEACHING BASIN BROOKHAVEN. NEW YORK 11719 ,/ X 14.22 3 / X 11.72 %x317 "t `l Tel: 631.286.8668 7 \15,p W/ SOLID COVER X 14.7 ,1 /_{-° '\ �; >, PROPOSED LEACHING BASIN W/ OPEN GRATE 1 X 1773 VINEYARD VIEW X-47122 r_ 17 TYPE C-2 NORTH ROAD PROPOSED CATCH BASIN TOWN OF SOUTHOLD, N.Y. 11939 X 76.96 PROPOSED DRAINAGE MANHOLE 18 (SEE TABLE FOR SIZE) µ x 1776 PROPOSED HDPE PIPEVER!", .,, SEE PLAN FOR SIZE) ,.. ` � .�(•'t $ ., x 17.90 .-�"... X 1775PROPOSED MATCHLINE .i r r ,.;'._.,.,..f•..,,f' Y x 14.04 w.. i4 Xj} / (SEE PLAN KEY) X 1548 x 1537 t 00 X 1705 / co x/825 c o er x 15.87 §• _� (_};q UJIx 79.27 REAL ESTATE DFYEIOEMENT,CON ETEtl CTION 1 MANAGEMENT " t�5c 17,38 SPIN&CAfol < 3x 9.83 F(VD,X 1613 / x 19.19 _ ...i seal �+� IA �d Y � _,_� , ,r••" "^""_ \. ✓ %11.40A< V\ �` `�V G• �,� � I 1� \\ ^ X 20.64, / 2� x 2o.B6 {tj x`14.04..,\ 9+w.++ -"'•" x 19.33 {{-:_ .+.` T'`-. + �' I F- ♦ z 8.73 ",. • / ,, �, 1. \ \ A,,T!.7^ �tYk.dS t.� s�� x 18.05 r i w .. �. ,�T°•r•,.t. .yE"•�`i r' ~` \\ ,.\ %11.61 �p1 issued date description / X 2249 X 14.10 jl 2/23/2018 TOWN SITE PLAN SUBMISSION x 18,53 X I6.77 ✓ „ r x W Z ;g\ .,�. x 14.50 "tea"¢ d" „,1'_.`r-{'..•L-•a rn - \ O ` zw3F- X216`.,20 59�a�w_ , \ \ r / x 85 t ........ O 1 Q2.5 . T ,,,.,.....• `l X 194-1 1 x _._. ....._.. , 3K1.�P�3.20 3.20 .SC 23.0 `.... TC 23.00 -- -I-2 r, .� i �...__t", B�'`2 T X 2713 \ ,755 L O.J4 o BC 22.50-"' �_1 23.10 ? \ Issued date description / .23.1 0 2'i 173 X 12,57 TC 23.00 X v-.. C 5p 23. 9 ; B `•,. X 941 o C 22 50 w-- C2 `50- _.___ 2311 STC 22.75 o BC 22.25 : TP-6 TC 23.00 (�. ry 1 `` w. i TC 23.29 U J BC 22.50 O t 9C"`22 79- LL i I 41 TC 23.00 i LL_ BC 22.50 ; tj -� ` \ •. 23.20 1520 x 20.13 O 23 20 © - O20.97 i Li..['] x 1313 r^a 2320 .::_.j. € a C1 r� _ _ ...c.._,..... ;� I `� \5 CFF ,, r 11 0 1 \ 1.01 \I x 76.38 l q " 3 o � I J u� ,� N .,.., 280 ,a. d�� r`O - _._... _ ....... 23.20 6444 W I > � j fl I Q N 118!'0 DI Ef © � i` f 0.43 ��,s / 0.74 W } �i -__23.20 o, 4. M 10o i I / o i title \ 23.20 �.. N TC 23.00 I I.il c`1 3.20 z r f Q ,� ^ I ~`` X 1,.64 C�\ �� BC 22 50 a RIM 21. 0 , O��r p Z 1 x 2 r _ ; 8.5 0.09 I +23.20r `�a_ ,J .� n �2� J 4: % W ~ ( EAST) DRAINAGE ~ " �, �:, �� N i I Q .Q `, 9.75 ~ L _ 23.20 ` '� E ( r��Oma`' 1 FC 22 __ 32 `° PLAN t 21� ( ..d CO sPy x Ig� 23.20 3.20 i i P j LL N 0 2 0 9.33 ~~ ~ U \ -+.23,20 3:20 i TC 2.3.00 _... 4 (' .f11.16 - n �2J x 22.03 BC 2? 0 j J II s 9.24 ` U) r 2,S, 9 f I' 1 @ TC 23.00 " TC 22.88 _. z l I *� % l�soBC B X21.77 m _ 18.50 r -L_ 22 5 C 22 38 T W" °� N 4 0 Z -- E` 1 23 20 2 f ?� 23.04 23,09 x l.oe ..... _.._ 43 ( 23. 01 s ®° f r._ _1 - u .. ,�._.- z.:..:..'.............r '.__...__JC._23..1.5•. !! _. .............. TC 22.88 .W 1 r' „!r FC 22 --.,, _ _ Q, q 2304 0� 0 1� BC 2 . i ( I l` / 00 r �y - PLAN KEY ____ . - X 1747 BC 22 65 238 N ._.-• 3.00 0 - 00.._..� . 5` -----r -{- _...._. K. : 23 00 X 23 2 \ -- � � 23,20 23.10 FC 22.35 _ ��_BC......_ 22.5020,9 0 �I 2 drawn y LMY TC 23. TC 23.03 ;.. TC � 0 0 bo -' BC 22.53 TC 22.90 } 23.14 I `' �- 0.17 r' O BC 22. �,,;�-RIM 22.90 er 23.20 23.1888 1 \, -�-18.59 checked b CFD R -}� 2 80 -: ' ' CL TC 23 6� TC 23.45 � 2317 '� ' 11 ` s o „�, , 18 F .;PE BC 23.1 D , s scale: AS NOTED 7 O BC 22 95 ,,, lUJ D 1 C 22 9 % " ;;X�/ 4s r BC 23.45 , � 3.13 ca /I;D1 A / 23.20 23 72 _ . . i # . x 19.60 2018project number: 17106.000 22 95/1 �- / J F[Q 2O / 22.86 reTC 23.20 \ TC` 23:00 �r 2.23 #�C 22.70 BC 22.70 �. TC 23.6 2 .14 , / s 23:10 BC 22.50 I ! ! $ Southold Town o L TC 23.30 TC 23.63 I BC 23.18 �;: 9.76 / C:) `` T7P-_ I x Planning Board o f BC 22.80 BC 23.13 \ -•}23:76 TC 23.22 �j ', �, % i 9 �ti 9.60 U_ 2.90 ' TC 22.95 !` BC 22.72 f 23.23""23.03 % X 19,64 sheet number _.._.... BC 22.45 s TC 24.25 ...:: TC 23.28 ! 2.76 n e,";.';,'• f o F BC 23.75 BC 22.78 -- --_x- .... I s 1 THE EDUCATION LAW OF THE STATE OF NEW YORK ® ® x} ®" ® ® ® PROHIBITS ANY PERSON FROM ALTERING ANYTHING TC 24.20 BC 23.69 2.97 IN THE DRAWINGS AND/OR THE ACCOMPANYING C'4 O RIM 22.30 !: } TC 23.86 ? 23 13": / SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION � ;' r' BC 23.70 I i i f TC 23.66 - �.f `l FC 23.8 BC 23.36 I j OF A LICENSED PROFESSIONAL ENGINEER, WHERE _ N D 1 -B D 1 - � ® 23.88 BC 23.16 �.. f j ;'� X 20' 1Lk _TC 25.38 `T TC 23.38_ BC 2.7D ....c 23.. �,,„ / i % 0 20 40 / D 1 B ^' '^ ^' ASA SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE Feet THE FULL EXTENT OF THE ALTERATION ON THE -0 MATCHLH\4E P" n DRAWING AND/OR IN THE SPECIFICATION W SCALE: 1 20' (NYS ED. LAW SECTION 7209-2) U `A. 28.22 5.56',, "` i" N 19/ ■ ,d t BCrL 23.18 . 27.70 x28.17 �....._-.. .__� � TC 23.00 X 3486 r TC\28.30 rFC , j I 23.25 x 34.69 %34.6 x352 .• , .... , x3044 \ 24.$8 �,t:;O- ....7 TC 23`.00 x z922.50, , r -� 5.45"��:.:-�.."_ ,�' ,._0 23.20 ,� _ BC 22.50 BC 22.51) 22.9 - � 8C 2780 ,� ,._ B �`• TC �8 16' •,� 26.75 `� -� 15 � _._.._....__. 3.20 _ � \/28. �..... ._. LF; BC 1 25.22 1 .: �1` ..;....._: _.- 22.56 / 28'� BC ,27.66 "" :.. P O' 8 l7, .A 1 LF RIM 23.10 1_._,TP �\ 1� \ 71 - 23.20...........23.09 I \\ t,.,. © r 8 HCP .. 22.86 `2} T ,. 28.43 /25 : ,. 23.16 ( 325 Wireless Boulevard, Hauppauge, New York MATCHLIN' A-A i X 3343 �\. 8.36 585x .::xq-,.--� -, ..... ,..a ..'..' _-f22,.9.�t. ' f I 1 - 28.60 28.77 8e74 $.39 I 2, Ph n 6 1 3 0 101 z I - =l ' D n 11788 A E \ ti / _......:. : .: ....... 2 ' 2.90 o e 3 0 0 N RIS 27.80TC 26.25 23.95 _ 23223.27-' I F ..' aFC 2 72 .✓ TC 25.8TC 23X 34.80 x 34 7- 9- �■e �.14 ?' .63 BC 25.75 .30 25.31 ® 2® T 3.78 e C s� I . �� -Y per: .■® x . - I 22.72 2:2.57 2 FC LEGEND: owner/developer: 28.13 TC �- TC 23.4P3 (� 7.00 4 TC 24.00 23.66 TC 22.90CONIFER REALY LLC 62a.$9\. i _. 2 TC 26 95 t .,..........s ........ o ..................... TC 23.61 _. TC 23.35........s....._"_....-""RIM '22.40 _ , . BC .22.9' ._,r: BC 22 40 RIM 22.30 3 SC 2 27 �.4 BC 26.50 BC 26.45"' '`jr Bix`5.50 BC 23.11 BC 22.85 83 E. Main Street,Suite 600, \, F �., �, s.............__...__$ .s. .___.... __ �___y . .................r s 5............... s-............. s............................ �`" x ® 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 i d til 8.80 O xa �•�� 2F TIC �` ;\ _ ~` �' 4 BC 25 87 23 88 TC 2 C 23.38 <, 7s II ` 12$.32 `c �9, �BC 26.14 r'R TC 2:3.14 - TC 23.68 TC 23.88 � C 23.96 X 34,73 • ',...."` __-- BC 22.64 BC 23.18 I; x 3•UB x \\"� d % 25 .,,� _.__,_. ��,..��G^f....../..� _._.........,._................�. .,__.-_. .__._�.,,_..,.;................. ... .. ... ... _ .. ......_....... BC 23.38 h C 23. Site/Civil Consultant x 34.66 34.46 / l W \ 4` t• \ \ 1• , ; ...._.... __"_____ _ ........_:r.........._...._,_.M_.:__...,_._........- rr'_.....,,_,..:-.__.,_...__..,._::.:..........._....::.r,::--- .._.,_ ,_,,. .._ _ ... ._ -_ �����,� .... / \ ._._ 7. s w u'-- t 1 f 26so - ..,. C56 :' f W w' -- _ „- „ w '-._u ,.. ....._,,_ -W „_-W W- --� -_ W _ .... TC 25.50 PROPOSED TOP OF CURB i 28.48 / - _............... 3 _ _................... . _.._... R,.8`� _._..26.68 -__._ _ , . 1..._ _ .. i... �.... a ! -- / �;_._....r_.__. I �� ._.__.,._._.__._._.__._._.. _._._ a,F _.,- _..w., - _ BC 25.00 PROPOSED BOTTOM OF CURB +28.7875; W / 27.s5 _.._ 241 / 24.75 1 �. - XJ 34.77 /�'1L/ L,L- p, .+rlr..._-7.7:7 1,+� 26.42 ( : _II ., .-... X 34.IT _I '.---E"-BIG-27 20J -T'_7.SO.�L2.7 0>_.., �,,�,�„4...1._._....E._... �� I ll... ......... �r'.;,"' "'s1' ..,4 ei0- / 1�_,..._,__.E..:bQO _e__._.. -2,'t?.00 y 'I 04 i %34.94 ! __._ - ..._ O - 1 b` 2 _. - � _,F�_�Z5 _, \ / 3 l 790 [ A PA _ E _ , _.., _ FC 25.00 FLUSH CURB ELEVATION / fr 2 ■ r.... z .37 �j I 50 ( 6-69_Tj.. __I _ - _l - _I- _ �'50 - - 5.05 ' __ ,_ J 23 ` 5 ~~� TC <� 1 � 4. 0 �"- o _N- l / 8.84 LL 40 1 r__. ..7.60 \ O b� 28. 9 ,- � 5 ___ 26 ____. -%P6.66 r . -,-�..._ _.ht_ t, � fJP�"�`` 23.50 I BC 1 \ \ / 4,50. - -- - - - - - _...._,.,,... _ ._.. , 2 .5s RIM 25 00 ®, - -- M ._. I PROPOSED RIM ELEVATION a t x P9.n 3 \F 24.50 AT _... d w »-- Z �.. W.__ - w z kba � x-9.:42 26 �� 1` O 1 cy, .,�..:'. 0 5q° _ O I L K McLEAN ASSOCIATES, P.C. d _}28.e8 _ - > 28JO ' 26.83 12 ° ENT ".- 1 26 Z w ¢ 5.0 LONG ISLAND, NY .$ �A " WALE STRMW ER RET ON--AREA'- - 2 24 5 Q j ` 4.50-_ __. ........ _._ __._ 8.86 -i-28.80 / ��o "• �.�N ° �. D��,„_" ...-�-2 „�..-m,�-......-� `� - � � Z w 437 SOUTH COUNTRY RD., q ` ',' 1 t� n�L _ _ x P6''A `' }� ' I PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 30.90 ,; ; ; x 34.89 65 O 1 `w` Gr �C�R 26 24.50 ,' 28 �, .� 4a -25. %i (t '� Tel: 631.286.8668 O, Q �15, W/ SOLID COVER 27.90 8•q', R`" PR X 2776 2 50 O Q ( +24..95 r - S w 0 `O� O I cn f "� PROPOSED LEACHING BASIN 423.50 I ' / OPEN GRATE u x:3e10 r, t \ j ` x .07 I c _ 6®` F' W x .35 rs ! LF X 31.30 \ 1 r,�1 ;, O s \ ' VINEYARD VIEW i f N� 59 {� PROPOSED CATCH BASIN fi NDPE 1 x PB.,3 r�-� i T .�Y i ~~ 1�'� x 2592 ~``'� ,\ II ` 17 TYPE C-2 NORTH ROAD .} 3: �`.` �{ O x::ss2 _. �G 5 ,,,,..,- .,54 %26.14 x 27,30 • x74,99 7 `\ x34.66 .. � ``� ` TOWN OF SOUTHOLD, N.Y. 11939 r � PROPOSED DRAINAGE MANHOLE I 0 27.43 27.00 Q - o \, 0 1 < x 3�t3 i "` \ i 9.80 �� �.f'� ��2Z2B f •II OO \ 28 sY ,r x2663 ; o �\ 18 (SEE TABLE FOR SIZE) x 29,70 � •ir,•'.'-`'i: „r,.;^:: X 487 S f .of i \ j,. �� PROPOSED HDPE PIPE ' ° (SEE PLAN FOR SIZE) I 1 \ _..� x P711 \50 PROPOSED MATCHLINE .. y ;4 ............ \ (SEE PLAN KEY) j 24.50 i 350 r ' ( x 23.77 24.41 ..._. ....... - x 24.76 ... \ L� i x q .... x 3398 u % i • / X 36.33e , %2767 coni er," . ,\ / %3533 ,,.. .{ RFAE ESTATE DEVELOPMENT.CONJTJtl CT(ON k MANAGEMENT T.3536 ^y' x38.19 / '.,.'.._""___._...,-... x 25.26 , :. 359 ,....___,..,.....r-, u ! 4\\ a x 34.25 \ k co x 31.48 X 24.37 �Lu seal OF ��G /},\ X 2597 _ t X.2587 x 21.81 x27.43 xPP95 I '0 X 35.62 x 25.07 x 23% k / ,t dl X 29.14 �_f•,_X :'/�- � j en H x 32.10 l O ,f•,..�•.,,,..../ t`_�`-'J`,..,,^„}...,f'�./t' ; f X 2506 lr�! C�tT-��-s.i� •�7 / X 3631 x 33.47 / �..,f`-t'-' ^y \•�,��„ i.'S'�'78`� X 26.75 x 24.20 l l/ / A %2398 / ✓ 04 x 3Z7d x 3501 y ^•...,,. X3555 IA x 36.20 / -' \Y 1 issued date description // �... X 24.95 2/23/2018 TOWN SITE PLAN SUBMISSION x 22.7 x P389 i X P3.58 l � 01 •\ ' l1 l- %24.05 O - e x 28.04 %2597 t. / \. %b x 24.02 / x 2P91 rr c _� >• •0 x3075 L t 7(-268 x 2365 o - : issued date description I c 0 �I PLAN KEY 0 U U_ Li r1 0 20 40 OFeet D1 -A D1 -C SCALE: 1" =20 0 r` T- C" title c (WEST) DRAINAGE D1 -B D1 - c PLA N 0 U as li c rn U) 0 drawn by: LMY 0 0 0161 : CFID o D scale:checkedy AS NOTED E � CL 0 i FEB 2 01 project number: 17106.000 6 v _ Southold Town 0 0 Planning Board I L` sheet number rn 00 THE EDUCATION LAW OF THE STATE OF NEW YORK C) PROHIBITS ANY PERSON FROM ALTERING ANYTHING N IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONOF A LICENSED DI -C NEER, WHERE N +, SUCH ALTERATIONS ARESMADE, THEIONAL IPROFESSIONAL 04 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE N > DRAWING AND/OR IN THE SPECIFICATION L1,• (NYS ED. LAW SECTION 7209-2) U l ; MATCHLINE -A - - YBC 22.45 r .,- -1 �....� it, L4.L� I L.�b TC 23.28 �' / - BC 23.75 3D BC 22.78 :..._- M _ j - 2`l. s a (Y ® FCB_- 1t..�■*.*g ';,,■� x ® ® ® ® .e , TC 24.20 BC 23.69 x s.m , RIM 22.30 1 L._ BC 23.70 TC 23.86 I; 23.131r TC 23.66 tip` FC 23.8 BC 23.36 j I % ® 23.88 BC 23.16 x 20. �� TC 25.38 j TC 23.38 BC �2 7,Q- . _._ , BC 22.79 : ;: O _.r....._... C 23.38 BC 24.88 BC 22.88�TC 23"i 5 I / 3 Y C 23.96 FC 23.59 \ 2g E., TC 23.30 ,/' \ > 95 f ��.., I: . "s 23 , !TC 12 C 23. TC 24.15 c._.2 sD ......__...W ..._. I --.` 3-..:.. :..:. .._._ ___ X 1.. ` ,,...%�'� TC 25.07 BC 22.80 ,.� A 56 ✓�-BC 23.65 BC 24.57�i .+23.20 TC 24.17 TC 24.55' �C 223.20 L23.20 !1� WAll TC 24.27 tf, 62_/" ' �k BC 24,(75 . ....... FCS;2 _.`: ........._ TC 23.12 23 20 1 BC 23.67 _. ...�' j( J` %,,.B7 � 325 Wireless _._.,. . 23.77.,_. �' 2.4,86........3:.__.- I fBC 22.76 Boulevard,BC ` 1 1788 ard, Hauppauge, New York S.6. :.._2.Q... ,`2J.S7 _._.._ _F -_:::' f /- c: .,........__.._..` .... _E_.... BC 2 { %1663 hone 631 300 1010 ......_ %2202 f„�� �- ___ HBc 23 s5 -2 0�9 - � ,' 23 20 23.1 1 �%,.,3.2o f �:1?1 TC 24.45 , x 1533 ( 3 TC 24.53 - 24.90 '� <' I: ,' i X176 ;; t``_�, LEGEND: owner/developer: BC 24.03 ``r'w` TC 24.90 BC 24 40 - _.,ww.- , BC 23 95 TC 23:0 TP-3 -;w; w.... x 2o.s9 24.56 b� BC 24.40 E � ' "`I � -�'� CONIFER REALY LLC "24.60 TC 24.55 '-` 83 E. Main Street,Suite 600, 10 N TC 24.80 BC 24.05 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 g 25.00 TC 25.38 1 ? } 5.00 BC 24.30 9 R M 22.50 x 1,.oa -rBC 24.88 W -30.3 .1..1-> -� .. _ _.._-1-2.4..96_ "............... 24.99 24982 _ -. ?. U N >' J Site/Civil Consultant FC-24 50. 4:98_ 7 ........:_W G..... �s____.c......... . �� 4.�7' a J N TC 25.50 PROPOSED TOP OF CURB 4.95 I X 14.58 i__... TC 23.0&' ,,. 3112 V- N O ---..-- - FC 24.5 BC 25.00 PROPOSED BOTTOM OF CURB - 5.04 -{� BC^/'2.58 %,.B9 m 11 l µJ. ....,�1 I , y Oy I -49/O co A t X r7.52 X 16.30 i..} i W - i 23.20 LJ.. X Ist2 -ITC 24.99 FC 25.00 FLUSH CURB ELEVATION ...... _; _..._.......... 10 25.1025.p ,7% 25:10 25.10 (: El 24.49 2 ` O TC 92 %X13 20 24.77 I. � 23�0 � X 2305 t t BC 2.42- 11 25.10 s. 23.12 RIM 25.00 PROPOSED RIM ELEVATION %2523 LIJ ..2 .10 �,,� 2 5.� Cfi j� �/ y 23.20 23.20 23.17 1 `' L K. McILEAN ASSOCIATES, P.C. 1.90 , 1 „ 22..5.5 i CL LL -�LL.0 �`r-/ � I / LONG ISLAND, NY 'n W r. i J i -J� \ ` x,+.e3 437 SOUTH COUNTRY RD., V e - \ BROOKHAVEN, NEW YORK 11719 a a. IL N a} / w . W ( 23.10� 00 PROPOSED LEACHING BASIN Tel: 631.286.8668 _ ~'�'" 15 1 F RIM 22.371 TC 22.51 W/ SOLID COVER s 18"b. HDP" 1 O� �; U 3 w BC 22.01 ', ro ' pup �� x X�B.00 ` TC 22.72 r 1. 2• X 1510 %18018 TC 22.36 ; PROPOSED LEACHING BASIN k I BG BC 22.860 ,6.24 23.50 '3'- ( __..... x lyse ;16 \ % \ \ ` 5.10..E 5.10 2510 ' �c 217om 00 X16.5, N GRATE 2 2 `, � '� OPE -S �! k '.�'f-n ... ..._... ._.......___. .__.i.... %,533 5.10\......:. 5.10 �'" b?2... `a �..._.__........_.. _........ f T 23:,13 � r- , ii'' , �t` ..: /_ :_. BC,22.63 �...� tam I �? �, PROPOSED CATCH BASIN VINEYARD E 24.99 ~ ~ � FC 21.9 r __..._„ __ _ ___ , ; ,- PE C-2 NORTH ROAD 24.50 F 22.1'9 r' ___ti ___. _ _.. i _ . �� _ 3 - ° THOL N Y 11939 1 .._.- ...._ .-..__ y 21� � Xw.._-`�'Q.�244�� <�, ; � . �., . I �-�� � `\� `� �''_ �-��-,,�Y.< � TOWN O F S O U -' ,n 24 Q BC�3. 5 3:: G [ ` `,'� �_, PROPOSED DRAINAGE MANHOLE � D N. 0 . _iBC 24.40 , / L-✓ .�- x,6.,, 18 TABLE FOR SIZE) - - _ EE C./ , 4 `' 1 `� I� I~1 L01 �P 231. 0 2 0 TC 23�5 S ` ,`'v C 24 55 I BC 22 95 -4. -« �11r R`�' TC 2 .50 1' X 16.73 �\ Z ` C 23.43` !` BC 22. W 23.50 .,m� {`cw \ y PROPOSED HDPE PIPE ,, , 23 50 91 W X 236e �O Eld 24.05 c' �Tc 80 �� %1561 x 1 Z .,. w, // p F TIt,I \ EE PLAN FOR SIZE) , i J V `,.(,'-r(%4 -,r 1 x 16.18 r ( i.^. � RIM 21 60 T � � S �9 L-ir © /; O u2 5 23.05 \ \ \ " k\ f i 23. 0 q g% Q z 24.30 _... ° _.._ i W 23 50 \ \, 25.20 LINE s PROPOSED MATCH LINE LL <C e, (SEE PLAN KEY) ' I/. w--w--- w,.. .. �` z W \ 76 LF I'?I?PF r v�-_w_ O N x,7,,3 ;ys z CIA �1 50 O vJ ° � _._.�.23.5U � �O �, MN \ x lw , ,, 4 , x 18.35 ' •` x 22,2 7 23.50 - CP ` -____ � ,,,,.� Cfi _ -_... f conifera.`� _ ., 1 4 x 19. I 1 V X,7.s2 %2+74 1 RIM 20.40 •' REAL ESTATE DEVELOPMENT,CORSVRVC710N R MANAGEMENT X 18.73 f 7 ,"'" „ y X 18.44 „ m 1, 11 J %18.34 �° \ seal ,�� D X 24.21 `•.\ , ,.' \ ~`\ X 18.64 i• i{-:,i " aa- X 23.,7 %1735 \\ \ \ Z x 78.32 z 20.,3/ , // x,653 \ W f-Q 0 l - 7.00 O W \". 78 X 19.33 ` - . s.03 issued date description 2/23/2018 TOWN SITE PLAN SUBMISSION x 18.89 X 22.11 pA�G 8.07 h` x,z27 .� \ 8.08 O x2241 %16.17 xv.es \ . Cp 8.03 x18. 7.00 / ~ -�_]8.04 o \ W�r�Q � \ '/' X16.81 7.00'%19.16 �QZ \ \ -�� QUO \ o � x,65, z o F- \ �r / r/ issued date description f .. s ` x 18.87\ ' \... %17.82 J/ LL- PLAN KEY X,,76 ° , x 1590 \ x 18.26 / X 1645 x 152, `\ / O i O ._.q x rse, O \ / r6 D 1 -C `"�_.t�, ��X 18.27 / / D 1 -A I/ j title }, x 1590 -\/ 1..,, x n.17 •- \ (SOUTH ) p0 L DRAINAGE •N x 1339 _.� ` ..............._-_.� , x 18.23 L X 12.77 ,�..f 41 PLAN p X 13.57 D 1 -B D 2D x 1515 40 :-;. co D 1 - x 1502 Feet •(._, i1= SCALE: 1" =20' f'� Q drawn by: LMY oD cnecked by: CFD O scale: AS NOTED E FEB 282018 o j project number: 17106.000 0 Southold Town O O Planning Board I sheet number 00 THE EDUCATION LAW OF THE STATE OF NEW YORK - y PROHIBITS ANY PERSON FROM ALTERING ANYTHING O L- IN THE DRAWINGS AND/OR THE ACCOMPANYING N p SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION D1 -D OF A LICENSED PROFESSIONAL ENGINEER, WHERE N N 5 ENGINEER ALTERATIONS EM TST SIGN, SEAL, DATEEANDODESCIRIBEL DRAWINGTHE LAND/OR IN EXTENT THE SPECIFICATION ALTERATION ONTHE (NYS ED. 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X'3s.aB--'- CONIFER REALY LLC -•-" `�` -"'---., G _"'-- G - G -� x V77 x 34,38 x 34 s2 �¢ °� '� • / 1 DRAINAGC HEADWALL 83 E.Main Street,Suite 600, 41 _ G G ' G M,,a ,� l Rochester, New York 14604 :5,711^ - G � FI1GL OF � • x`�aIS \ x 3428 y G - G \ X 6.10 ,/ / %34.40 X 34,51 ��. > g� i" %34.18 c&y _ x 34.35 �. ,i. 38. X 34.35 --•-� -..---.:_. ..__. ....-.--- v--"'" -. ... Site Civil Consultant X 34.66 34 ....i..- , -' -34--..�^'B'�"_'G x 34.94 34.11 ; ... ./ .r x 33 ._ 34, ti• X 3325-33•--,,,,.-. s _., ...---•:' ,,, 3'�'' '-- -- i f ' 1 5\ x3277 \ v r '^ • 33 .-.•---". _ . -.... w-----._ .RCP 33 / ,-' STORMWATER PRET T N L K McLEAN AS30CIATES, P.C• R=3 0 /f. / •\ �`� :: LONG ISLAND, NY ICENTERLINE O F 32 32 .�' of AREA \ 437 SOUTH COUNTRY RD., 4.92 �°L / BROOKHAVEN, NEW YORK 11719 4{ x 93.43. J1 3? EST ENTRY ROAD X 32 �. 30 - _ Tel: ss,.2ss.assa tt �. x3.20 3, 31 /� r _ - - - - - - - - - - - - - - - - - - - -- 31 � / T 36. X 'o AREA 36.35' 0 F ---SANDfot-TES- - ------- CENTERLINEX 3� I . 30 30 ROAD ' " " -�+,- = - - = - !�' ' - - - - - =. / " �- -' 30 EAST EXIT /' - - - - - VINEYARD VIEW NORTH ROAD x3 3 2s7 TOWN OF SOUTHOLD, N.Y. 11939 \ • ' , >� z9 25. 0 � �o C7 29 Z� . •,X,�3d,895� _ \\ x 30.38 27 26 /�� /!6 ✓///%%s � ;%� � FAIN GARDEN /.. '�. � _ � %30.91 // � .X 3 6 �`^••..., rya 341 n 1 n� /:. :-- V I STORMWATER1"171 --A ' , s - ` . ``~ •,,,,� i '^ ',,,,.•^'.• x3186 RETENTION AREA•\'__ \ ; 1 -- { B 10 `..p fN,,. � ....•---• � tib - _ 2� 2s - z� - - - j STORMWAI�E COMMU ITY BLDG. R-3 con -, �, / / . RETENTION A ifer ., \ z 31.48 w „ � \ � \ _ T \ REAL ESTATE DEVELOPMENT,CONSTRUCTION It MANA®EMENi L s�� . t--- .,r;•� D - �s° - - 6 O ::' , _\ ._._. , /. / •� seal YO is . �✓ �� X 77 . _ \ . o z3 BLDG. 1 TYPE C o� ..� - IN,GARDEN \ '-`• w,,,• 7E 29.11 x D OFSMWATER -� - - - , - -\ ' -- -- '="--- -- D ., ,-, .\� �j ,r-7,. ;1 [� .. / IV 297 W \ `� fCn (V �-t r5 IN. A�_1^' ' t�{% � " , f / . 1 00 1 �/ IV �. N --2 �® - - - '•\ )�9^tea-.L,5���.y��,' issued date description 40 2/23/2018 TOWN SITE PLAN SUBMISSION CR .EDGE OF ROAD 40 36 5'049 f?OS CR 4 EDGE OF ROAD o issued date description O) 36 32 EXISTING RADE 59---_ If v PROPOSE GRADE ° 0 n, w wl ! O z O I J 32 28 ° LE_ ? W of f g4 \ 0 CK o ° 28. 6 s o ; z --a . . 0 J ISTING GRA E 0 28 � 9 LU q 24 rn E 0 ROP. C.I. title ROAD PLAN 3 CL \� 27. 0' S>q B% -0.15% 24 20 & PROFILES U L C 0 N SITE ENTRY) DATUM ELEV DATUM ELEV 20.000 16.000 � N O � I� � 0 � I n N � LC) � Ili O � � � � O coX0 In � � X00 � I� � � � O 00 stn N Q0 CO PO O CD d- 00 CD drawn by: LMY N N l r) N �- Cp d- 0 0 00 N Lq Ln O 07 (� Ln a d' d- N � � O � aj 00 00 � � � N N �? � � Lf� O 0-) � � i� � t-C) � cfl � rN t,,� 0 NN N00 N00 NN � � � � � � � � NN N00 NCN N NN checked by: CFD 0 D v I scale: AS NOTED 0 FEB 2 S 2018 project number: 17106.000 6 ` 0+00 0+40 0+80 1 +20 1 +60 1 +80.13 0+00 0+40 0+80 1 +20 1 +60 1 +78.99 0 0 Southold Town I LL Planning Board WEST ENTRY ROAD (CENTERLINE) ON CR 48 sheet number 0 EAST EXIT ROAD (CENTERLINE) O N C R 4 8 THE EDUCATION LAW OF THE STATE OF NEW YORK O >` PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR HE ACCOMPANYING N SCALE: HORIZ.1"= 20', VERT. 1"=4' (5X EXAGGRATION) _ _ SPECIFICATIONS, UNLESS ITS UNDER HE DIRECTION N ? SCALE: HORIZ.1"= 20', VERT. 1"=4' (5X(5X EXAGGRATION) SOF A UCH LICENSED CENS D PROFESSIONAL OFE SIONA ENGINEER, HERE DI -E ENGTHENEER MUST FULL EXTENTIOF HFE ALTERATION ON THEL, DATE AND RE L0 DRAWING AND/OR IN YHE SPECIFICATION (NYS ED. LAW SECTION 7209-2) PROPOSED COO' CONC. PAD WITH 12" HT. 40 I PERIMETER CURB COUNTY ROAD 48 (BOTT. EL=28.0') II DID? RT ROAD C ■ . 4 PROPOSED AREA DRAINi EXISTING RIM EL.=28.0' HEADWALL (SEE DRAINAGE PLANS) EXISTING 15" RCP 36 PROPOSED 6" HT. CONC. CURB PROPOSED AREA DRAIN INV.=28.03 RIM EL.=28.0' a. - _ (FOR OVERFLOW AT EL=28.5 ) " cc SEE DRAINAGE PLANS EXISTING HEADWALL PROPOSED 12 MIN. DEPTH OF RIP-RAP ' ( ) o PROPOSED 6'x10' CONC. GUIDE RAIL 32 — (FOR OVERFLOW) EXISTING GRADE _. + :,,: PERIMETER CURB 325 Wireless Boulevard, Hauppauge, New York � (BOTT. EL=28.0 ) ( ) 11788 Phone 631 3001010 x 33.. _ _ -33 --- ___ ____ 28 BERM EL.=26.0' 3 6" DEPTH TOPSOIL (TYP.) owner/developer: ---- -- -- ---- - ` `- _v `` -- ✓ --- 32- --- _ �..p CONIFER REALY LLC 1 PROPOSED SAND FILTER BED 83 E.Main Street,Suite 600, x31.52 """_..... ......-..,...,. _..,.._...._ --,^M' Z 437 31�——— _ - Rochester, New York 14604 14 24 <��L �, / ____ --- ___ _____ __-- ____ -__ �� - — ---- EXISTING 15" R C P �� .� INV.=28.03 PROPOSED PRETREATMENT Site/Civil Consultant PROPOSED BOTTOM EL.=25.0 CHAMBER ,•' ,°'' -`-.' ----- ' �` .,� `-.,, � 30 (BOTTOM EL.=25.0') -'� """'""%^R5,,42 �.,.., DATUM E L E V Q / l '7C_' 6 --.--- - - - - - - - - - - - - - - PROPOSED AREA DRAIN , --- ""� �`~ `� `ate 0.000 RIM EL.=25.5 (SET 6" ABOVE GRADE)/ / , ~ ~` `''\ PROPOSED AREA DRAIN ►`) CO � RIM EL.=25.5' / STORMWATER PRETREATMENT SEDIME MBER ``� ' \ _ . to (SET 6 ABOVE GRADE) , N N Lf� N d- L K. McLEAN ASSOCIATES, P.C. O0 `,� �" `\ I `--29•- ____ -� N �1 N LONG ISLAND, NY -1- B ``� \ 437 SOUTH COUNTRY RD., / \ i �'f �,✓ �' \ �`` \\ PROPOSED TOP OF Tel: 631 86.8668 YORK 11719 BERM EL.-26.0' PROPOSED AREA DRAIN 0+00 0+40 0+56.68 RIM EL.=25.0' '� •'/ (SET 6 ABOVE GRADE) _ _ - - - - - - - - - = = - - - - - � -- -- _ _ (NORTH ) PRETREATMENT SEDIMENT CHAMBER._ -- - - - - - - - - - - - - - - - - - - - - PROPOSEBOTTOM EL.=24.50 — 28� VINEYARD VIEW _ _ _ _ _ _ _ _ __ _ , (SECTION ANNA)25 _ _ __ _ _ _ _ _ _ _ _ - _ _u _ _ _ _ _ _ _ _ _ _ _ NORTH ROAD SAND FILTER BED I PROPOSED TOP OF TOWN OF SOUTHOLD, N.Y. 11939 I 1 \ BERM EL.=26.0' SCALE: HORIZ.1"= 10', VERT. 1"=5' (2x EXAGGRATION) I °. 1 }■■■■■■■► ■■■■■■�■■■■■■■■■■■■■�■■■■■■.■■E■O ■■■■■ONES ■�■■■■■■■■■■■■■■■■■■■■■■NNb■■■■■ o EMM ■ ■ NONE I --_- ; \ / 27- ti — — — — _ PROPOSED SAND FILTER BED xb,; F.G. ELEV. � / - - - - - - - - - - - - -- - -_— - - - - - - - (PONDING AT EL.=25.0') .°' \\ 25 F.G. — F.G. ELEV.— PROPOSED SAND FILTER BED 2s =2s oo =2s.00 \\ 32 EXISTING GRADE (BOTTOM EL.=24.5') r IV' PROPOSED 15.0 PROPOSED RAIN GARDEN TOP OF / STORMWATER RETENTION 25 PROPOSED 8" PERFORATED --- _ 26 --� BERM _ PROPOSED TOP OF AREA (SEE LANDSCAPE PLANS PIPE IN GRAVEL AS DETAILED 28 EL.=26.0 'BERM EL.=26.0'„ & DETAILS) 2S 3 3 3 6 DEPTH TOPSOIL (WP.) :F Z� CoLn, i*f,er*,,M,,,22 -- SEE DRAINAGE PLAN & DETAILSREAL ESTATE DEVIOEMENTCNSTRCTION MANA 24 ----- 2 2 seal V � /� __---• ___-� __�__ __--- PROPOSED �t��®;J G• / PRETREATMENT 18" DEPTH CLEAN PROPOSED RIP-RAP / PROPOSED 8 SOLID DRAIN 2 (FOR OVERFLOW AT '' / PIPE FOR UNDERDRAIN ez,7D 2 2O CHAMBER WASHED "CONCRETE" ,ter T „ `i T `rc^ i EL=27.75') // SYSTEM (OUTFLOW) (BOTTOM SANDCt- 2 EL.=25.0 ) PROPOSED 12 DEPTH GRAVEL & 8 4 PERFORATED LPROPOSED 8"4s SOLID DRAIN \ °'--- DATUM ELEV PIPE FOR UNDERDRAIN SYSTEM ,�•,..� {`cts,.,�u� Q -----24- PIPE UNDERDRAIN SYSTEM � 6.000 (INV. EL. =21.5 ) % Q0 ro Ln issued date description RAIN GARDEN [STORMWATER b —' I \ N N N N N N N 2/23/2018 TOWN SITE PLAN SUBMISSION RETENTION AREA : N N / / 1 BIO-SWALE 23- 0+00 0+40 0+73.80 3 - — — 22 I STORMWATE __... - - (SOUTH ) SAND FILTER BED �I I RETENTION 4.1 0 23 \ // Bp` 23 AREA: (SECTION issued date description SCALE: HORIZ.1"= 10', VERT. 1"=1'0 (NO EXAGGRATION) f LL L� �r `� ---- ti '� A\\ / F:, o �1 �, j ���, _ \ / ( PROPOSED SAND FILTER BED Flui \ . \ �''` / (PONDING ELEVATION) \ \ �� / / title BLDG . 1 (TYPE C) / _ _ _ _ SEE PLAN & SECTION FOR STORMWATER ° I I / =- FINISHED GRADE D p I I \ x 222 1L ^ ~•' ' 'J1 6" DEPTH TOPSOIL TREATMENT � 2 2 FILTER FABRIC C: , \ I �'' - w, I �2� . O ° ' , \ '''� _,"` 18" DEPTH CLEAN SYSTEM I ,,< ,. r 1 n WASHED "CONCRETE" SAND � SITE � �� FILTER FABRIC PROPOSED 12" CEPTH Q GRAVEL & 8" PERFORATED drawn by: LMY SCALE AS NOTED PIPE UNDERDRAIN SYSTEM 0 __ 0 0 co n E C n n r � checked y: CFD E TY P . SECTION O F 2 8 2018 scale: AS NOTED FEB project number: 17106.000 LO L 0 20 40 o Feet SAND FILTER BED DETAIL Southold era I LL ` 0 SCALE: 1" =10' NOT TO SCALE THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number — L PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N DI -F N SUCH ALTERATIONS ARE SIMADE, THE ONAL IPROFESSIONAL N 5 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF HE ALTERATION N THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 0 TABLE OF DRAINAGE STRUCTURES 5" , 8" THICK REINFORCED CONCRETE TRAFFIC BEARING STRUCTURE EFFECTIVE *` - d- SLAB 24" DIAMETER # TYPE RIM INVERT(S) GRATE/COVER DEPTH (VLF) a CAST IRON INLET GRATE & � Nw 1 SURFACE AS PER FRAME (OPEN OR SOLID AS LB 21.00 SW 17.30 7 GRATE PROPOSED SITE PLAN PER DRAINAGE PLAN) lb 4 DIA. MH 25.50 W INV 22.88 N/A GRATE _ = 1C 4' DIA. MH 28.00 E INV 21.80 NIA GRATE - 30 36 ld PIPE END SECTION N/A INV 20.00 N/A N/A . 21 3/4 � le 4' DIA. MH 25.50 S INV 21.80 N/A GRATE ' 1f 4 DIA. MH 25.00 N INV 21.30 N/A GRATE 4" MIN\1 2 LB 22.50 NW 5 GRATE p -_.. .. __�-. ...H-_ p._ I �,. _.., N/A GRATE 2b 4' DIA. MH 22.50 NE 18.80 8 _ � 3 LB 22.09 SW 18.39; SE 18.39 4 GRATE I -►I �5 s _ _._ .._- _..-__.__ ._...... 1 BRICK ADJUSTMENT 3b 4' DIA. MH 21.00 SE 17.30 NIA GRATE 7 3/4" 18" CMP PIPE 4 LB 22.67 NW 18.39 4 COVER 325 Wireless Boulevard, Hauppauge, New York 11788 z` a 4b 4' DIA. MH 21.50 NW 17.80 N/A GRATE Phone 631 300 1010 � la, 5 LB 23.13 S19.46 5 COVER PLAN SECTION 6 CB TYPE C-2 22.51 N 19.51; SW 19.51 N/A RETICULINE GRATE owner/developer: NOTE 1: CONIFER REALY LLC 7 LB 22.84 NE 19.45; S 19.45 5 COVER AS PER GRADING _ _ _...- m._ CLEAN FILL MATERIAL IMPORTED 83 E.Main Street,Suite 604 ., NOTES: & DRAINAGE PLAN _- / 10"�D x4'-DEEP ; :' FROM OFF SITE SHALL BE FREE OF 8 LB 22.83 N 19.45; SE 19.63 4.5 COVER Rochester, New York 14604 PRECAST CONCRETE ORGANIC MATERIAL & CLAY. 9 LB 23.03 SE 18.10 4.5 COVER 6 �� 1. MATERIALS: CONFORMS TO '� LEACHING RING I� 1 1 ASTM A48 CLASS 30B OR - 10 LB 23.03 NW 18.10; SE 18.10 4.5 COVER Js Site/Civil Consultant - 35B SPECIFICATIONS 11 LB 23.08 SW 18.10 4.5 COVER 2. LOAD RATING: FOR AASHTO & 12 LB 22.87 SW 18.10 4.5 COVER HS 20-44 HIGHWAY LOADING 48" 3. FRAME AND COVER AS iF 13 LB 23.03 W 18.10, NW 18.10; NE 18.10; E 18.10 4.5 COVER MANUFACTURED BY LONG 14 LB 23.02 W 18.10; NE 18.10; S 18.10 4.5 COVER 54" ISLAND PRECAST OR _.,_._..__ _.__....__...._w. _... _____ - _.__..-,___.. 15 LB 22.75 NE 18.10; SW 18.10 4.5 COVER APPROVED EQUAL. 2' MIN. 16 4' DIA. MH 21.80 NW 18.60; SE 18.10 N/A COVER SECTION 17 LB 21.80 NW 18.10 4.5 GRATE L K. Md-EAN ASSOCIATES, P.C. GROUND LCLEAN SAND & GRAVEL FILL 18 4' DIA. MH 22.10 NE 18.10 N/A GRATE WATER AS APPROVED BY THE E.I.0 SEE NOTE 1 19 LB 24.22 SW 19.31 4.5 COVER LONG ISLAND, NY 30 X 48 FLAT CURB INLET DETAIL 2' MIN. 10'-0" 2'MIN. 437 SOUTH COUNTRY RD., 20 LB 24.20 NE 19.31; SW 19.31; SE 19.31 4.5 COVER BROOKHAVEN, NEW YORK 11719 N.T.S. 21 CB TYPE C-2 22.42 NW 19,42; S 19.42 N/A RETICULINE GRATE Tel: 631.286.8668 TYPICAL SECTION @ LEACHING POOL 22 LB 23.76 NE 19.31; SW 19.31 4.5 COVER I TOPSOIL SEED 2.0' N.T.S. 23 LB 23.73 NE 19.31; SW 21.35 4.5 COVER 23b CB TYPE C-2 24.51 N 21.51 N/A RETICULINE GRATE (NP•) d 24 LB 22.82 NE 19.24; SE 19.24 4.5 COVER VINEYARD ;. 18" CMP END 25 LB 23.35 NW 19.24; W 19.24; SW 19.24 4.5 COVER 18 HDPE END w ;.=,;,. • ;ry w SECTION 26 4' DIA. MH 24.45 NE 20.75; SW 20.75 N/A GRATE NORTH ROAD �24 SECTION 2.0 4 ;!i-: . ; :;.;.,, w TOPSOIL & SEED 27 AREA DRAIN 23.73 S 19.10 N/A GRATE TOWN OF SOUTHOLD, N.Y. 11939 1- 6 (TYP.) 28 LB 23.08 NE 20.72; SE 18.99 5.5 COVER ._ °�°�-�' W '� 29 LB 23.22 NW 18.99; NE 19.07; SE 18.99, W 18.99 5.5 COVER 34 ` ` Af. °6 LB 23.12 NW 19.10; S 19.00; SE 19.04 5.5 COVER �r ---, _ SECTION '� � �'r GRADE RATE � 31 AREA DRAIN 22.05 W 19.10 N/A G . ' x N/A GRATE - - 21. 19.10 NOTES. -' PIPE y V 24 .5 -� - 32 AREA DRAIN 63 , ., ,PLAN , ;. 33 LB 24.00 W 19.24; E 19 4 COVER 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B DRAINAGE v v 4 "x f �~�' -., �. ... 34 LB 23.92 W 19.24; NE 19.24 4.5 COVER h OR 35B SPECIFICATIONSPLAN) 2.0 :? ;,>;`.,: F;``}�< RIP RAP STONE HAND SET AND 35 LB 23.47 W 18.99; E 18.99 5.5 COVER o yn 2. LOAD RATING: FOR AASHTO & HS 20-44 PACKED TO 1' THICK ~ HIGHWAY LOADING W y ....._..._. .. { ( 36 LB 24.46 E 18.99; W 18.99 5.5 COVER 3. FRAME AND COVER AS MANUFACTURED BY LONG W NON-WOVEN GEOTEXTILE FABRIC }..._.....,... C y 37 LB 25.08 E 18.99 5.5 COVER ISLAND PRECAST OR APPROVED EQUAL. UNDER END WALL EDGE, STONE �:- "_ _ - 00 I I 38 LB 25.01 E 19.24 4.5 COVER RIP-RAP STONE TO AND SIDES - 8oz. _. .i , - -_ N con if I 39 LB 24.66 E 19.24 4.5 COVER MEET PROPOSED DE SECTION COVER V E R GRA SECTION , , _ 40 LB 24.15 E 18.99 5.5 COVER 24 0 HEAVY DUTY FRAME & _ __ rte. 41 LB 23.71 S 18 99; NW 18.99; W 18.99 5.5 COVER REAL F87ATE DE YELO RMENT,CONfiRUC710R k MANA6EM6N! N.T.S. 10" x 10" �.-_...__.___..... _PLAN VIEW BLIND 42 LB 23.72 N 18.99; S 18.99; SE 18.99 5.5 COVER KNOCKOUT LA � 43 4' DIA. MH 22.81 NW 19.10; SE 19.10 N/A GRATE DRAINAGE PIPE END SECTION 45 LB 25.70 N 18.991 SE 19.10 5.5 COWER seal 4�NEW N.T.S. '! ' ' 46 AREA DRAIN 22.81 N 19.10 N/A GRATE a 47 LB 24.70 SE 19.20 8 COVER yt 48 LB 23.72 S 19.20 8 COVER 1 :. »: .. -i ROOF LEADER "` I I I I 49 AREA DRAIN 22.80 N 19.20; SW 19.20 N/A GRATE �.'. 6 I L w 50 LB 23.57 E 19.20; S 19.20 8 GRATE �' •T �i�I�iJ TRANSITION i I = 51 4' DIA. MH 23.11 NW 19.26; SW 19.26 N/A GRATE ��, �r� = r7 22N (- 34"� 52 4' DIA. MH 22.93 NE 19,29; SE 19,29 N/A GRATE r4�ti'I::' `° CAST IRON CLEAN OUT "T" } SJD AEW BRANCH WITH BRASS OR PL.A. �! _-.._ _-------------- 53 CB TYPE C-2 22.41 NW 19.41 N/A RETICULINE GRATE Issued SECTION BRONZE PLUG 54 LB 28.24 NE 24.54; SE 25.04 4 GRATE date description �, II,61DE ria. (IPI) HEIGHT (IN) WALL PAA. (IN) WEIGHT { � 54b PIPE END SECTION N/A N/A N/A 2/23/2018 TOWN SITE PLAN SUBMISSION PLAN NOTES: 4 CAST IRON PIPE - 1 . MATERIALS SHALL CONFORM TO ASTM ' " " 1� MIN. PITCH GRADE 18" s (NO K.O.) 4 M--- 135 55 LB 26.50 8 GRATE -- 18" 12 (NO K.O.) 4 270 55b 4' DIA. MH 26.50 E 22.80 N/A GRATE A48 CLASS 30B OR 35B 2. LOAD RATING SHALL BE AASHTO & HS 18" 24 4 540 56 LB 25.00 W 21.30 8 GRATE 20-44 HIGHWAY LOADING - 57 LB 24.00 NW20.3 8 GRATE MODEL C H +� OO � --� _� � �� ,s" a'® ,s ,/2" 22 ,/z• ,. 57b 4 DIA. MH 25.00 SE 21.3 N/A GRADE 24 HEAVY DUTY FRAME - - 5$ LB 22.00 W 18.30; S 1$.30 7.5 GRATE 3 59 LB 22.27 E 18.30 7.5 COVER a & OPEN GRATE COVER 4 �8" ADS AREA DRAIN DETAIL 60 LB 22.32 N 18.30; W 18.30 7.5 COVER N.T.S. 5'-0' SLOPE @ 1% N.T.S. 61 LB 22.00 E 18.30; S 18.80 7.5 GRATE issued date description a �� : 62 LB 22.40 SW 18.10 7 COVER 6.1 ROOF LEADER DOWNFALL DETAIL 63 LB 22.16 NW 18.10; E 18.96 7 COVER p 1. CONCRETE 4,000 PSI ® 28 DAYS 2. REBAR TO BE ASTM A-615 GRADE 60 64 LB 22.35 SW 18.10; NW 18.10; NE 18.10; E 18.10 7 COVER N N.T.S. 3. WELDED WIRE FABRIC ASTM A-185 cn 65 LB 21.80 W 18.10 7 GRATE 0 CAST IRON FRAME & 1"-2" TYPE c-1 (CURB Box) 66 LB 22.37 NE 18.10; E 18.10 7 COVER I SOLID COVER TO 8" TYPE C-2 (WITHOUT CURB BOX) 67 CB TYPE C-2 22.31 W 19.81; E 19.81 N/A RETICULINE GRATE GRADE 68 LB 22.90 N 18.59; W 19.68; S 19.68 7.5 GRATE GRADE GUTTER LINE ,, 69 LB 22.78 NW 19.68; SE 19.68 7.5 COVER p - - TOP OF 00 MASONRY TOP OF GRATE AT 70 LB 23.35 NW 19.68; NE 19.68 7.5 COVER GUTTER LINE 71 4' D IA. MH 22.80 SW 19.70 N/A GRATE co 72 LB 19.00 4.5 GRATE o � REINFORCED, 4,000 73 LB 23.10 NE 19.40 7 GRATE BRICK MAY BE USED TO PSI TRAFFIC BEARING 74 CB TYPE C-2 22.51 SW 19.51 N/A RETICULINE GRATE / ADJUST CURB INLET CAST a s" MA title rn _ .._..,,, t I CONCRETE SLAB rn IRON GRATE & FRAME TO 3" 75 LB 24.35 SW 18.86 $ COVER c I _._. ,...., y`.. SURFACE ELEVATION A - �' "- "" w a TYP s" MIN Z 76 LB 23.51 SW 18.86; S 19.14 8 COVER o MAXIMUM OF 12 INCHES. ! I SE 18.86 8 COVER DRAINAGE E� MAX 77 LB 24.30 NE 18.86; 78 LB 23.40 NW 18.86; NE 18.86; SW 18.86 8 COVER j 3 _I REINFORCED 4,000 PSI -- - W 79 CB TYPE C-2 22.38 NW 19.28; NE 19.28 N/A RETICULINE GRATE PRECAST CONCRETE DETAILS I 6» I CATCH BASIN z r"`TYP' tE 80 LB 23.10 NE 19.40 7 GRATE / BE USED TO $" 2'-8" TYPE C-2 &" 81 LB 24.00 N 17.72 N/A GRATE BRICK MAY l 2'-8" TYPE c-1 w 81b 4' DIA. MH S19.80 N/A GRATE 2'-1" TYPE C-2 a ADJUST CURB INLET CAST LL_ IRON GRATE & FRAME TO ,,, II - 82 LB 25.11 N 21.41 4 GRATE c SURFACE ELEVATION A 4'-0" - 3" w g 82b 4' DIA. MH 24.00 SE 20.30 N/A GRATE a' MAXIMUM OF 12 INCHES. 6„� C �MAx. C �' 83 4' D IA. MH 23.08 N 18.93; S 18.93 NIA COVER / ~�` 84 CB TYPE C-2 21.60 N 19.10; SW 19.10 N/A RETICULINE GRATE drawn by: BRC MIN. WIRE FABRIC REINFORCEMENT FOR WIRE FABRIC O/ EACH CAGE: REINFORCEMENT 85 LB 21.00 W INV 18.60 6 GRATE checked by: CFD o HORIZONTAL WIRES: 0.252 SQ. IN./L . O VERTICAL WIRESI 0.058 SQ. IN./LF. 4' 85b PIPE END SECTION N/A INV 20.50 NIA N/A - s 86 LB 17.50 N 13.80 5 GRATE scale: AS NOTED o I a 86b 4' D LA. MH 21.00 NW 17.20; S 17.20; NE 19.10 N/A GRATE E I ..::.... : .._,. 24" SUMP project number: 17106.000 a- / I 6 87 LB 22.00 SW 18.30 4.5 9 I S 18.30 4.5 COVER F ,. µ .... .., . .,. ..... _ .....,.__ _ . ._ w....... _.... 88 LB 22.83 NE 18.30; O o 8 � S. � 89 LB 22.53 N 18.30; W 18.30 4.5 COVER I � sheet number THE EDUCATION LAW OF THE STATE OF NEW YORK 00 MIN. 6" WASHED (� PROHIBITS ANY PERSON FROM ALTERING ANYTHING - -Y STONE BEDDING 5 BARS ® 12" H lUl IN THE DRAWINGS AND/OR THE ACCOMPANYING O EACH WAY 04 0 SECTION C-C SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIOND^ N 4' DRAINAGE MANHOLE DETAIL NYSDOT TYPE 'C' CATCH BASIN NFEB 2 g 2018 OF A LICENSED PROFESSIONAL ENGINEER, WHERE 1 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND DESCRIBE cV N.T.S. (WITHN.T.S. MP, Southold Town THE FULL EXTENT OF THE ALTERATION N THE .�. - DRAWING AND/OR TI THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U I SEED MIX NO, 1 - RAIN GARDEN/STORMWATER RETENTION AREA: (NATIVE FACULTATIVE WETLAND & UPLAND SPECIES FOR BIODIVERSITY) (WHERE NO MOWING IS ANTICIPATE 5.00 LBS. SCHIZACHYRIUM SCJPARIUM LITTLE BLUESTEM Ic 3.00 LBS. - CHASMANTHIUM LATIFOLIUM - RIVER OATS \ SEED MIX No.4 / 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE R 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER ,T 2.00 LBS. - CAREX SQUARROSA - SQUARROSE SEDGE j { SEED MIX No.2 2.00 LBS. _ CAREX VULPINOIDES - FOX SEDGE e I 2.00 LBS. LIATRIS SPICATA - MARSH DENSE BLAZING STAR SEE LEACHING BASIN DETAILf 2.00 LBS. - RUDBECKIA HIRTA - BLACKEYE SUSAN I MULCH TOP SURFACE WITH 24 DIAMETER AND DRAINAGE PLANS 2.00 Les. - SENNA HEBECARPA - WILD SENNA \ SEED MIX No.1 --- THIN LAYER OF LEAF CAST IRON INLET GRATE & 2.00 LBS. - COREOPSIS LANCEOLATA - LANCELEAF COREOPSIS ►, �'_ ` _ COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY 2.00 LBS. - ANDROPOGON GERARDII - BIG BLUESTEM j • � s \ - �2 -- 6 MAX. POND DEPTH :' : .s '� 3 ' - 12 / 12"MIN WOOD NOT WOOD CHIPS 1.00 LBS. - ASCLEPIAS INCARNATE - SWAMP MILKWEED N SEED MIX No.2 _ NAIL FND, / $ ( ) PRECAST CONCRETE 1.00 LBS. - ASTER NOVAE-ANGLIAE - NEW ENGLAND ASTER r --� p 24 MAX. CHIMNEY N N ��� 4 O 0 O 1.00 LBS. - pAPTISIA AUSTRALiS - BLUE FALSE INDIGO SEED 1.00 LBS. - EUPOTRIUM COELESTINUM - MISTFLOWER eNo.3 > M1 ,4 rY.,; r,<<.:; y„ �_p O (SEE PLANTING 1.00 LBS. - MONARDA MEDIA - PURPLE BERGAMOT e�ee ; ;• �,, 14-- = ,n.�, _ - _ __ __ _ _ _ _ __ _ 1.00 LBS. - RANDESCANTIA OHIENSIS - OHIO SPIDERWORT PLAN T PIN&CAP >. r' ' ) 2 Wireless Boulevard, N w Y rk 3 5 e Hau au e, e o tiHauppauge,- :•;tr..� - 1.00 LBS. ERBENS HASTATE BLUE VERVAIN I - - V 6 - ^.� i:ra .,rn: r. r- - 11788 "�?;r:�,�,r...:...:�. ":;;:.:gra-:r::, � 0 B IZA AUREA GOLDEN LEXANDERS - 1.0 LBS. Z D N A - :•�:�,: •t; 12 MIN. MIN. . ,-•.. ,• ,;,, y ( ) C i Phone 1 1 1 a PE o e 63 300 0 0 1.00 LBS. AGROSTIS RENNANS AUTUMN BENTGRASS - A DEPTH OF 1 - - 1.00 LBS. 0 JUNCEA EARLY GOLDENROD .h: � I 7 PLANTING SOIL ° -. {':''.i';':• : �� .:,': t� 6_-- I owner/developer: r•: . '•:'•: :.:::'•. :'' SCARIFIED 36.00 POUNDS BILK VIABLE SEED PER ACRE OR 0.82 POUNDS PER co CONIFER REALY LLC 2 1 000 S FT. Q. ••1 r a l EDGE WITH NATIVE GRASS DRAINAGE PIPE SUBGRADE 83 E. Main Street, Suite 600, PLANTINGS (SEE PLANTING Rochester, New York 14604 o N N•':'• .•';'�; '. .fir 22 ' \ �i SEED MIX NO. 2 - BIOSWALE/STORMWATER RETENTION AREA: ,: :;'• L- I PLAN & DETAILS) ,;,;;.':', L NATIVE GRASSES SEDGES & RUSH SPECIES FOR BIODIVERSITY W •'T y '1 i BLDG.1 PE C WHERE NO MOWING IS ANTICIPATED .t• G ) •Fe, 4 1 It 0 i Site/Civil Consu ant e 0 �• x , 2 n I ' G y _ _ ;i 0 PANICUM N STI UM DEERTONGUE , 3 , 47. 0% NI CLA DE N y a .,.;af_• 25.00.6 ELYMUS VIRGINICUS VIRGINIA WILDRYE I - �• - 0 0 CAREX VU INO S OX SEDGE x I 'S 2 .0 % R LP IDE F W ", •' ,• :' y TYPICAL RAIN GARDEN DETAIL 5.00% AGROSTIS PERENNANS - AUTUMN BENTGRASS r� O 2.00% - AGROSTIS SCABRA - TICKLEGRASS ROUGH BENTGRASS ss �' N.T.S. 1.00% - JUNCUS TENUIS - PATH RUSH U 22.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.50 POUNDS PER CIOr �6 1,000 SQ. FT. _ L K. MCL.EAN ASSOCIATES, P.C. SEED MIX NO. 3 WOODLAND EDGE AREAS: (NATIVE GRASSES FOR WOODLAND EDGES & OPENINGS) LONG ISLAND, NY 2 I ■ : •'. 1437 SOUTH �• -�_ o - --_ _ - � � (WH RE MOWING SANT BROOKHAVEN,COUNTRY R ORK 11719 � ENO N I ICIPATED) 20.0% - ELYMUS RIPARIUS, PA ECOTYPE - RIVERBANK WILDRYE, PA ECOTYPE Tel: 631.286.8668 _ 6' • S s 20.0% - LOLIUM MULTIFLORUM - ANNUAL RYEGRASS ' °`'`N` '`' ❑ sa s3 20.0% - PANICUM CLANDESTINUM, 'TIOGA' - DEERTONGUE, 'TIOGA' ;•::y ' ; ,,. 14.0% - PANICUM VIRGATUM, LONG ISLAND-NY ECOTYPE - SWITCHGRASS is -� _- .-'" '.N�.'•;::••;::�,':': .•.�• PIN&CAP - - i 6 10.0% AGROSTIS PERENNANS. ALBANY PINE BUSH-NY ECOTYPE AUTUMN U : '•.�o�.::':•' SEED MIX No.S �- /- � D. '\ \ � BENTGRASS, ALBANY ?INE BUSH-NY ECOTYPE) SEED MIX No / � � 10.0% - FESTUCA RUBRA - CREEPING RED FESCUE BLDG. : '' '. 'O \\ ` � _ _ VINEYARD VIEW - M; .. .,•;.:;.;.;• ;' :.'�..' 3.0% - CAREX VULPINOIDEA. PA ECOTYPE - FOX SEDGE, PA ECOTYPE .'.;;•;: ;:., . :';. ;: ;,; ;?: . O\ \ 3.0% CHAMAECRISTA FASCICULATA, PA ECOTYPE PARTRIDGE PEA, PA ECOTYPE - NORTH ROAD 30.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.75 POUNDS PER 1,000 SQ. FT. %:. ;: a.. TOWN OF SOUTHOLD N.Y. 11939 i, :t•. � SEED MIX No.1 M H ti i V S MIX N 4 NORTH-EAST MIXED NATIVE NATURALIZED TURF AREAS: f Hc, l SEED I 0. OR D lO (WHERE M I ANI ATE ) ::.. ........ . . . . . . . . WH RE OWING S T CIP D .. D MIX No ........ .... ...... .. .. i 4! SEE \ I r :r•; �.. _ c P , 34.0% ESTUCA RUBRA -CREEPING RED FESCUE 0 F o 0 0 2 a 2 33.0% EaTUCA OVINA SHEEP FESCUE 0 2 F 0 o �,a, 0 0 7� r r i I 0 o a I 4` No. ,., 0 % FESTUCA B EV PILA. BACON HARD FESCUE 'BEACON' 3 o O 1 .0 R I E � a 0 o 2 o i.... �yu I a ,i o / UE 'RHINO' b o 5.0% FESTUCA OVINA VAR. DURIUSCULA. RHINO HARD FESCUE, 'R 0 o / 0 0 f, o ,5 r O o � t o 0 G UCA . BLUE RAY' o \ 5.0% FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS (F. LA � �;;� • 0 0 � d u� 3 / t o a t c 1 \ : V� O S O O •t ,`�iP`:.•.;•. t BLUE FESCUE 'BLUE RAY' o r o , ' O SEED MIX No.1 5.0% POA PRATENSIS. ARGYLE KENTUCKY BLUEGRASS 'ARGYLE' �.." � "se'3;, n ° 5.0% OA PRATENSIS, SHAMROCK KENTUCKY BLUEGRASS, 'SHAMROCK' 2 P r 4 •r t / t - - B G.4 PE P BUSH-NY ECOTYPE AUTUMN 3.0% AGROSTIS ERENNANS. ALBANY PINE USI C BLDG.3 TYPE B ( A ( t 1 \ •ri ALBANY PINE BUSH-NY ECOTYPE i N BENTGRASS, Y P N H Y E TYP 1 BLDG. TYPE D i9 , i t 0 POUNDS U VIABLE SEED CR R 6 POUNDS PER 1,000 S FT. �1 a r 26 .00 PO ND BULK I BLE EE PER ACRE 0 Q O s `l a l 1. SEED MIX N0. 5 - HIGH TRAFFIC TURF AREAS: N j:. �• L,�f WHERE MOWING IS ANTICIPATED) s s r , G i - s s \ ,z s s ' con � r . w I y ,1 - - ��/� - A ESTATE MANAGEMENT RE LES A E OFYE LO FMENT CONSTRU CTiON! 3 J - , W W .F. 30.0% FESTUCA ARJNDINACEA. FA N TALL FESCUE 'FAWN' � y 6' s •C . f r _ L U P A PERENNIAL RYEGRASS FASTBALL r• i 30.0% OLI M ERENNE. FASTS LL RGL PE N L s t I z ti RGL 'VOLT' 3 _ _ V 5.0% POA PRATENS S. OLT KENTUCKY BLUEGRASS 'VOLT' 1 I K 1 t sz .., • _ , _ .r a M ASS 'SHAMROCK' _ \ 15.0% POA PRATENSIS. 'SHAMROCK' KENTUCKY BLUEGRASS, s ~= -'• - 10.0% - LOLIUM MULTIFLORUM - ANNUAL RYEGRASS seal p� �+-s ''sem-s sus � --o-- ❑ � ,. _ ,, • S S S S S S • _ ! c ai MM NI .CO U TY D BU B S 0 POUNDS PER 1,000 S FT. a 150.CJ POUNDS LK VIABLE SEED PER ACRE R 5 P ,k - �C r BLDG. F• •� !.,. _ MATCHLINE A A Y 1 l%' Y BLDG.7(TYPE D) ` - 'r• 77. r. a r I - : u w 1 �1 d� r - r t-. 1 y i X J V H 1 / C P n f• - "5 41 r a //kJr { t I \ 6 n 1 ( lA, 'e 1 - '..�. r N k \: issued date description w ••c�6,'•; ••�' ' O;,•��:.:,;;��;,::•:.A 'ti �\ i •+..{ � �r•� ,�6" , 2/23/2018 TOWN SITE PLAN SUBMISSION SEED MIX No.2 / I o n 3 � . ''N,. '=•' •:�`•• 16-- ---- _____" - \ I / SEED MIX No.1 .'. �• �'� "i N - _ \ ' -- •�. SEED MIX No.3 1[ 26- SEED , SEED MIX No.4 _° { ��' �' rg i \ MHN, F o { ill` �' _ I `' � SEED MIX No.1 issued date description \ - 24 / l �\`� 76 I o z SEED MIX SEED MIX No.3 LL_ 1$ / oe 0 � title / i N }ND, M N. FND, _ - ,8___ , LANDSCAPE 41 76 41 PLAN 0 U) / ILL. - -- - / PLAN KEY 1_ / drawn by: LMY o - - o \ checked by. CFD o \ D -- �'--- scale: AS NOTED E r, LS1 -A LS1 -C \ MON. FND. FEB 2 2018 Q_ � project number: 17106.000 rn / L0 L cv - Southold Town o Planning Board LL sheet number 00 0) 0 100 200 THE EDUCATION LAW OF THE STATE OF NEW YORK r } PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 L_N ar'' Feel IN THE DRAWINGS AND/OR THE ACCOMPANYING ,...''.f'r f SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS 1 LS1 -BLS1 SCALE: 1" =50� ENGINER MUSUCH STNS ARE MADE,SIGN, SEAL, DATEEAND DESCRIBEL I DRAWIINGTHE LEXTENT AND/OR IN THEEALTERAnON SPECIFFI SPECIFICATION N THE LL_ / (NYS ED. LAW SECTION 7209-2) U PLANT MATERIAL LIST ------ 9 Am SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES --- I i. 3 Sc --� 12 Es ----- - 14 qr _ ACER RUBRUM RED MAPLE 2.5"-3" AS SHOWN DECIDUOUS -- CAL. SHADE TREE 3 Sc 12 Pv .' r }` Qa — QUERCUS ALBA WHITE OAK -3" AS SHOWN SHADE DECIDUOUS 16 CAL. REE I l I ( 3 S n O 1Oi — _ — Ns NYSSA SYLVATICA BLACK TUPELO 2.5"-3" AS SHOWN DECIDUOUS 12 PV — — _ — — ���III✓✓✓ — CAL. SHADE TREE SERVICEBERRY 2"-2.5" AS SHOWN SMALL 12 Es - --- (;,`� All — AMELANCHIER EVIS CAL. DECIDUOUS I. I 12 Sn 12 Sn ------ -- -- `� TREE I 12 PV 18- Alc _ AMELANCHIER LAS CUMULUS SER`-'ICEBERRY 2"-2.5" AS SHOWN NARROW 'CUMULUS' CAL. DECIDUOUS I I I r Bh Md 76, TREE .° I . 1 4 Ps BIO-SWALE / . Ps — PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 7' O.C. EVERGREEN z 8&B TREE 325 Wireless Boulevard, Hauppauge, New York STORMWATER 7' O.C. EVERGREEN 11788 '� to — ILEX OPACA AMERICAN HOLLY 6'-8' HT., RETENTION AREA . � B&B TREE Phone 631 300 1010 x o N ` \ Jv -- JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-B'' #5 7' O.C. TALL I ( { 2 CONTAINER EVERGREEN W o co + I HEDGE '�. owner/developer: TO _ THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8'' #5 7' O.C. TALL CONIFER REALY LLC (ARBORVITAE) CONTAINER HEDGEBEEN 83 E. Main Street,Suite 600, A I I I I / 1. I � —_s _� -- �,(�.(� Am ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING Rochester, New York 14604 { I { 3 Iv I 7 Sn 12 PV ' _ � "1 0 V -- CONTAINER SHRUB �J Bh -- BACCHARIS HALMIFOLIA GROUNDSEL BUSH #5 5 O.C. FLOWERING Site/Civil Consultant 4 Sna 12 ES CONTAINER SHRUB W � I ' I I' . I . ( �-�-�0 Iv -- ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FRUITING q3 W 1 ' I I 3 Md I ,� BLDG. 1 (TYPE C) r__`` • CONTAINER SHRUB q ' { Es L. ® ` �.(��...(�� M MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5 O.C. FRUITING I I' ; ; lJ U P -- CONTAINER SHRUB I■ L I�`\QSC SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING CONTAINER SHRUB I I I 1 1 �•i:. Z / '- 1 \` c���+� IgS -- ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT Q3 _ I �. 12 Sn HT., B&B EVERGREEN I . l �'�� '` � U Q tMff OF RAIN I" + 4� Ai ASCLEPIAS INCARNATA SWAMP MILKWEED #1 2'-3' O.C. FLOWERING L K. MCLEAN ABATES, P.C. + I I. ' 4 {' �. _ 1 -- CONTAINER PERENNIAL \� ; ® �\ f \ Ls LOBELIA SIPHILITICA GREAT BLUE LOBELIA #1 2-3' O.C. FLOWERING LONG ISLAND, NY GARD . / + -- CONTAINER PERENNIAL 437 SOUTH COUNTRY RD., I W STORM ATER - , 2-3 O.C. FLOWERING �" � 1 � � BROOKHAVEN, NEW YORK 11719 M Q I' RETENTI - AREA 1 IO I , U ` ' ; : Md —_ MONARDA DIDYMA SCARLET BEEBALM #1 - `�o CONTAINER PERENNIAL Tel: 631.286.8668 Q� So -- SOLIDAGO ODORA SWEET GOLDENROD #1 2'-3' O.C. FLOWERING j 1ACV Q _ S4 S3 --•* �-�-�� -, I \ Sna -- BYMPHYOTRICHUM NEW ENGLAND ASTER #ONTAINER PERENNIAL LI ° TS OF .RAIN 1 2'-3' O.C. FLOWERING NOVAE-ANGLIAE CONTAINER PERENNIAL O GAR N Qj� HI -- HUMULUS LUPULUS COMMON HOPS #1 12' O.C. STOR WATERJ , t . / ' NATIVE \�,��,,,. \�,_r� �. �\ CONTAINER FLOWERING N ON AREA S Sc 1 Ar , -" 5 M ' , , VINEYARD VIEW -- VINE RETE -- 2 -3 O.C. NATIVE r' S P . \`\ 1 Es ERAGROSTIS SPECTABILIS PURPLE LOVE GRASS # NORTH ROAD CONTAINER GRASS OPv -- PANIC VIRGATUM SWITCHGRASS CONTAINER 3-4O.C. BRASS TOWN OF SOUTHOLD, N.Y. 11939 n ' l' Sn -- SO ASTRUM NUTANS INDIANGRASSRASS #2 3'-4' O.C. NATIVE CONTAINER GRASS F" 10 JV I "n, 7 Am 4 Ps 1 / Z \ rr 1 N s 5 MP 1 Ar i. . T T 4 T T T T r 5 Sc /f& S 1 s s s t s 1 Ns ~ ' Q orS4 S3 coni � 3 /1 r �. / / _/� REAL ESTATE DE VE IOP MEN t,CONSTRUCTION R MANAOEME NT 2 Qa S2 . LLJ seal 8 MP 31 HI y BLDG. 2 (TYPE B) ,0 . ' qS1 y .'; It d - I , --- issued date description ` \\ 2/23/2018 TOWN SITE PLAN SUBMISSION 9 JV ' 5 Am i.,7" F' F F - 'F F F \ / 3 / 1 Ar 1 / 0 0 -" TIT —^.�--r1 J 1 issued date description .. _:; o ° J. 00 0 00 ° 00° °0 O 0U O0 O w 5 M LL- 1 - 0 0O 0 / , I y � 0O 00000 1Qa O M, � . 10 °IT O 6Am _•--�, `� y '\ _ BLDG. 3 (TYPE B) y - title 3 -� ---� _f ( NORTH ) 10 M \ T _ °° P / r TFC- I � TTIrI �I y LANDSCAPE Y" I I g ` y - y c O T T T � T � � � � � T � � � y PLAN T T T T T T , _ N T T ji \ s T h ,. I PLAN KEY 39 HI y �L -J IL, � � � R �. 1 Qa S2 . 0 7 Am \, T T T s s s s a 40 80 drawn by: LMY o �. r,. T T T o \ . � � � ® 7 Am o / T T " ,d � � � "' � 3 � Feet checked by. 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LAW SECTION 7209-2) U . 77 I I IRRIGATION LEGEND - S 1�3•,� i . �{ PROPOSED FULL CIRCLE I 4,� E \ • ,ERwE,wbm� \ 100. ��-�/ IRRIGATION HEAD Q 0 % I I____ FBT38� — ,-�� PROPOSED HALF CIRCLE 3 N cM o EIa o \ I1NE .)f/ / - 12.0- \ �---, IRRIGATION HEAD ,; I N N r'O� CIO Z y NAIL FND. S�l•23� - ER CIRCLE 4 I i PROPOSED QUART l , 1tz 00e �E - IRRIGATION HEAD a _. \` 14 ' PROPOSED ADJUSTABLE. I"7leETENTIQNARR . ib — OJ L ' 1 325 Wireless Boulevard, Hauppauge, New York CIRCLE IRRIGATION�2 TI , I D ar UMITIEB\ Phone 631 3001010 I ROP STRIP L ------�----a1IRRIGATION HEAD owner /developer: 0 . CONIFER REALY LLC ¢ �, q � . ! � • LIQ-�- \ p0 83 E. Main Street, Suite 600, RAINER TOE av saRDEN \ ` Rochester, New York 14604 BLDG.1( YPEC) (SEE IRRIGATION DETAILS ON SEPARATE RETENTION, N .' 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O 2 I FIN.FL .EL.–23.25' o \ e \ \ ------------------ PROPOSED 5 FEET x 30 50 VINEYARD VIEW �, ,ar wEnAro 22. \ a,P., \ I I A , ms„µ, R `"�' \ \ \ ------ FEET SIDE STRIP IRRIGATION NORTH ROAD HEAD 71� ' . d ITA . 20� �o ` ' S,,N tB ` \ \ \ \\ TOWN OF SOUTHOLD, N.Y. 11939 \ / 0 4/ .iii J \ � �O nAo n t 0 •�,., r.>, y a1 , w� i N + r� _./ •sa ; r r 1wA1 �^ t • \ / 3 l' 8E1K»I O O O SHED � O O BUFrnaTEw O BLDG.3(TYPE / FIN.FLR. ,,, 1 BUFFER \ i IN.FtR \ %. F - EL. �\ 6 •L i 'I• EL.– 23_25' .i BLDG.6 TYPED \ � \ \ 25' AR09 23_ y /^ 2 FIN.FLR. RAIN G 0 570RM N/ RETWAT NTI ER g ON'ANEA b rA 71 F �' T L'?F✓ /\ QQ .� I G' s b \ conifer . OF PENN i / i,. ,.. REAL ESTAiE DEVELOPMENT,YbNSTRUC110Nl MANA@EMENT > R /' /� 1\ .ells• t'M 1 ) wETv+roN j � gt. l. .I �.' �k .'NF. ❑ ❑ S� q +'73 f �� A,EA / � X� / .t ° .:, ,; �, i.� �.,� ;I' SS b' S SS � S S .:.••--#�'S © � 'n„ f.'. S' � (� \ - ,' . ------.. C�/ BLDG. ' ,r v— „ ..:: = MATC H Ll N E A-A FIN.FLR.EL.=29.0' a / \ ':.: f• BLDG.7(TYPE D) (Y „ s. t FIN.FLR. 4 5T810-5VVALE'YSTORtdY�(AT,ER ,... I \ \ 23_25' \ { Ctl RgINEN%:I.GARO I IN S • / �; 1 L•r AROEN/. L s t( 7 ', ORMWgTER — + ,on WMANo RETNTION NTIOIyARE a, �.. BUFFER UARis �,,„• /1 ■o-swuE/ I !'i1 i fes'i w , \ ��, ,� L pp r-�' . \ /' 1 b p BI RRIAYATF]F N t 75 f i 76 ' t �O ,100' , ,\1 BLDG.5 EA – N \ \ N � • � / FIN.FLR.1=25.11� FINF 5' / EMRBOF NO `\ \ \ GWJ” It � N i s s. 1 issued date description RI 1(6 AIL 100' 2/23/2018 TOWN SITE PLAN SUBMISSIONN BUFFER CIV \ ' RAIN 6.01W WETLAND \ o / \ -26.0— i .. TEN noH yRaz N t \ \ \ 0. O BUFFER LIMITS ,ar 1 c I \ \ NETENTIONp / �' \ \ ' ` , I issued date description oLAND BUFBUFFER 41 0 0�y 4y w LLP y / / AREACA oPROPERTY LINE cryp.) F— title 3 I \ \ \ \ \ \ \ \ _ 18.0 \ ' IRRIGATION 41 /FROFEw1Y 11E(IYP.) oePLAN 0 0 \ -- o , �' \ \ ` 1 LL- 1 564,5 PLAN K �o0 o 200 drawn by: LMY o \ \ ^ \ \ — — — Feet o \ checked by: CFD o SCALE: 1 II =501 scale: AS NOTED LS2 LS2-C Q-- -A— project number: 17106.000 o / o .. o 00 n Dsheet number OQ E THE EDUCATION LAW OF THE STATE OF NEW YORK� U PROHIBITS ANY PERSON FROM ALTERING ANYTHING O L N IN THE DRAWINGS AND/OR THE ACCOMPANYING FEB 2 8 2018 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS2R OF A LICENSED PROFESSIONAL ENGINEER, WHERE OD LS2-B SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL Rol — ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE N L 2 Southold Town THE FULL EXTENT OF THE ALTERATION ON THE a Planning Board DRAWING AND/OR IN THE SPECIFICATION `N 3�' (NYS ED. LAW SECTION 7209-2) U S \ , REP IRRIGATION LEGEND o �� � . \ . �„ �F,,.-./l• ..BIO-. \ \ \ � � 'r�. o --' __ \ - PROPOSED FULL CIRCLEI CK $TORM IRRIGATION HEAD 4J -IOPROPOSED HALF CIRCLEqR � 3 I ZR� '41 N. I� \` p `� � �;., ,'., ` . . s _ ` -�-� IRRIGATION HEAD x \ 7 . `,�.. 100WETLAND \, I \ PROPOSED QUARTER CIRCLE •,...�7` ' UDR LIMITS. . - \ \ IRRIGATION HEAD tW.•}�a \ / i ;- . .� . \ � , PROPOSED ADJUSTABLE . CIRCLE IRRIGATION HEAD I w ; \ h Q w j I W ,i 2b �{ f \ \� r-------------� `�_ SIDE a W I r`r-" ` `'- ` — --- -- -----J IRRIGATION HEAD STRIP 325 Wireless Boulevard, Hauppauge, New York J I I ' I ' .� a a ( \ 11788 w o q 1 �1 j s. '� \ - q W 2 \ Phone 631 300 1010 :' ' _ 71 ° SEE IRRIGATION DETAILS ON SEPARATE \ owner/developer: � • • � — .,�4 � � SHEET CONIFER REALYLC W.� RAIN' ,• ��„—,,—:.-- �� ) />.,,. . ' , — , — , — , — , — , — , — — — e — :-n J` 83 E.Main Street,York 1 60 4 �. �' Rochester, New York 14604 GARP TOE OF SWALE \ EN I . BLDG. 1 TYPE C Site/Civil Consultant � Aft EN � ; .OR�W ( ) . . \ A?. -' q I 1 U) M 1 rTYPICAL—SIZE _-- I ER N " '� " � • r � \ � TYPICAL SIZE OF IRRIGATION HEADS - E� RETENTI . NTCfI� R ON. .• FIN. FLR. EL. = 23.25' , . o " c� I � , (. \. ... .AREA \. PROPOSED —30 FEET RADIUS > \ \ \ IRRIGATION HEAD ; L------- -------J Q I,.U) I '� i I �" r I �• ., ,� , . PROPOSED 10 FEET RADIUS I IRRIGATION HEAD L K McLEAN ASSOCIATES, P.C. p e e �' ° ► \ , \ ( I ry LONG ISLAND, NY I 1 f PROPOSED 4 FEET RADIUS \2 437 SOUTH COUNTRY RD., � ' ` / ! \ p BROOKHAVEN, NEW YORK 11719 3 I \' i B CH ' S ` S4 S3 �--o BENCH �'.( 0 100 WETLAND ' IRRIGATION HEAD Tei: 631.286.8668 J r \ �- BUFFER LIMITS 1 II • 6 t�:9s`1r [ \ , \ 13 f; 1 -------------------� PROPOSED 5 FEET x 30 ... --------- FEET SIDE STRIP IRRIGATION HEAD VINEYARD VIEW 7 NORTH ROAD u, I TOWN OF SOUTHOLD, N.Y. 11939 N- ?1 TER > •° r.' , GRADING VIMISPAD / 1 - �'+... o :;i!%%07/o,'i/✓,, _.,l,"s,s�:'%,;C//��l%e%iid7,' z0 TRAM FORMER ';, ---.-e-=T=; ---c-----rc --- ---- ---- e--»---- ---- PAD / •. r• ., / —1—T I f Srr.,i .3,,.*; V f� 0010 LIJ , f �z r _ � S4 S3 / 100' WETLAND BUFFER LIMITS 00 coni f e r*(.,. ,. ('] » » S2' ° ° I REAL ESTATE DEVELOPMENT,CONSTRUCTION E,MANAGEMENT r �ti . \ seal I \ / I / \I •�, �, /_ _ � / / \ \/ ti . .. y �' BLDG. 2 MPE B) ,� '• \ Ori �� `r",;z'' '' �'� U bt 21 FIN. FLRIEL. - 23.25 BENCH r ) \ / '• ' tJ Vii \' -- / 1 • • ';, / 8$� 1 '�\• 100' WETissued date descriptiontion BUFFER LIMITS 2/23/2018 TOWN SITE PLAN S UBMISSION22 F- F — 'F F F 20.0 / i = / \• i� \,(/I/' \ TYP - - - - - _ TRAS RECEPTACLE (TYP.) V — - — NA I-A V1 00 10 00 0 o 00 issued date description 24 y �l 00 o d 00 1\ \ ._- )\ FLAG PO4a ;; ,,0 0 0 0 0 0 /. 1 ' i N 4 HT. y I ,. / , � I >% \ 5 o 0 0 7DUMPSTER ORNAMENTAL, FENCE (TYP.} / ' C ED � �i.�. .\ "' 0 o p a o o O � PAD,,-.._�\ \' I / I i / .!, �\� . \ '/., BENCH \ o 0 00IV bb 11 0 8 ' . o LL. / I .'-� ���j % r�' li. l ,l' , rl '. ll `fiT �� 1 / ! V •/'\��:/j/' , --. .- _ Q O / I - / \ /� r' 1. / l '�`•r--r. \ ' .,� 1 0 ° o O , ' ' 2 I BLDG. 3 (TYPE B) ' ' i�z5Q , m I � � \\ , _� j. \ r r r � �'�\_\I 1 i � I » \. �� \�\ • � ��\\�T" /���7>—p��•' \ / . \�\ /� ` vl � �—� — � � � --^ %.%y „ '� . _� \ Qi i I .���JL --'may , ` 1 / /��� » �� I/ — 'i\� ./� `�!'. l 1 I +�� T / \\ e_.F FIN.-FtR- ,;• title T I. ` \. , 26 1-- 36 _ ( NORTH )EL. 0 1 1 � ,. �' /. /. , . , . �_ _. �_�-/ . � ` / � � � � � � � � � �T -� 23.25' ''- � ' 6 , IRRIGATION F. ter— C] \ I /' / '\ ` 1,,� // / \ , �. PLAN y — .l I T\ r T I*\ f TRASH i L -=-"� "L _JL__Ys� • I . \. , . \� � RECEP A LE �'\F�ICPJIC�AREA^ T ��� ° �\ I / 1• / 1 1 f/ \ GATE2�y.,� T T * ^ n + T w n /*A^�E \ f S f f O `FO 80 rn I I I 1 • , \ I/ I \ (TYP.} » \ . _I-� f L�ZS \ ~ PLAN KEY ,�: , . I (TY � � � � � � � T � � � f f f f N %ter._. I 0 --- \ / / � � T , ,/ I -. I. ,. >, , . M tL 1. I T F� �-�-, , `®� \ �, Feet D I %3� ; r \ \\ \ .�' 1\. /i/, i :; � B X S �y�•� r i * ' / \ 3 drawn by: LMY o I - I L� �\ \ o » checked by. CFD \ _ O ,\ ., .. \ / / .I / �\ \/ .\ / . I' 1 I' ,\ '� \ ° 4 ti I� _ scale: AS NOTED E LS2�+ /� �+ _�-+ I/ %/ 1' r / . \' %�:-.\/�.I ,1 _ \` -- \ SCALE: 1 20 -A LS2 C .N ' \\1 \' 1' i y/ 1 -� ��� I /� /1 \ ,r // -` S2 MR project number: 17106.000 Q, IFIF]. F[ o /1Z I .. 1 I -- -�r' yT.-( i / � _ :\< ° . 4r ORNAMENTAL I � \ . . /�h, /> ,/I �\`. // .y�i\ FENCE {TYP.} » . sheet number I ' / .� \ ��� ./ ���/ 1 � Y ', `� `"�" " y """' THE EDUCATION LAW OF THE STATE OF NEW YORK �IJ r� ° D - PROHIBITS ANY PERSON FROM ALTERING ANYTHING O A A If f f f S—^�f �Sr---f f---- f S IN THE DRAWINGS AND/OR THE ACCOMPANYING N / \,r MATCHLINE - ' �r \ / / \ \, /. \ / \ '.€. SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION \\ /. cT�\ �� . > 45-------S S S f-- 5- -----5 S f g f ,� FEQ 2 8 2018 OF A LICENSED PROFESSIONAL ENGINEER, WHERE 00 �� I I. �� ! \ y! I I / i/ . I =g:; E� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS2-B N � LS2 ;,;, \ � • � 1 � ' �.1 `^ `;�,r� �� 1 ; •. COMMUNITY L� �� � � nyF a,lrc p��-�� • A .,. , µ�.�`� �� `"`�� ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE LS2-A v I I. -� — .-- �� \' \ --' / -y� �\�• r.E \��,\ � N , � SDuthold Town THE FULL EXTENT OF THE ALTERATION ON THE Planning Board DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U 4'... ` d J IRRIGATION LEGEND liir „ 4 - "\ 1 / 1 /,_I. . ORNAMENTAL MATC H LI N E A-A `7-7 1b FENCE TYP.) S2 I 1 PROPOSED FULL CIRCLE } �\ { a % . . W,. �_ • IRRIGATION HEAD ID I i / / `� � '; `:\ �' ���u 1- ,��1\ • /. I �, . h\f ;.� �L� �° s S s S x `'� s S s s -� S S--� PROPOSED HALF CIRCLE 17 \� �'\ lri S S ffi S S---S--"--•-S S S S 8--" ----' S hl S 9-3-9 ❑ �- ' IST" � L �' IRRIGATION HEAD14 COMMUNITY �` a N ;�\ PROPOSED QUARTER CIRCLE �.- :: 1..:� # . \ '�� /� !� BLDG. IRRIGATION HEAD yt ; - "'f - ? ;\_`' FIN. FLR. EL. = 29.0' ' \ ,''�' 1 , T..:_-r -T --* . I T T . T_ *. __=E T {' PROPOSED ADJUSTABLE. -I---r J I ® I r; ,_✓, �,� � \ CIRCLE IRRIGATION HEAD 74 I I OF RAIN 1 / �--■----e r / �1 i `� T t -- ------------ STRIP Wireless Boulevard, Hauppauge, New York ,I , Z � / � /, I.IMI GARDEN ' -.�IL,t r- -, SSD 325 Wi H ---� \ ,r .'-: ,, ` / + A I 11 �' Y ; _ I I PROPOSED SIDE 11788 PRO E TY LINE (TYP.) f /. t L . 1. :_„ /. x L_ — 1 — J— —L_ ' �' t.. " L. I nl S1fORMW ER , � — — — _ _— = — _— =- — �<�. hone 631 300 1010 .... � AT / � -�- J� � -." IRRIGATION HEAD 1 RET TION AREA L .,,— �T--�,.., y \� ,d -- — — -� �7b-.- 1 `, I owner/developer: — �p(�T4ER R� �- .f; i .,57 ; I �,, � TRANS=.. 56� _ -- � - ::y,...; E OF SWA E ` 55 , �- -SWALE .l,STORM CONIFER REALY LLC ( / I / kk•. \ . I\ / .� FORMER , ` _ BIO._ _ _ — . IRRIGATION DETAILS ON SEPARATE Main street,suite boo, i (SEE IR s3 E PAD y I Rochester, New York 14604 G �:r `� -t A w„ , _ qRD �y ,� �; RDE � SHEET) _ N , J rORll��q rORMwgr Site/Civil Consultant TE - _ ER g R ,.:. sr TEN �y , ; TIO 1- y _ �� q �...'•,\ .. / . ; Plc z TYPICAL SIZE OF IRRIGATION 1EADS BIO-SWALE / cv PROPOSED 30 FEET RADIUS Mwa,TER I IRRIGATION HEAD RETENTION ABPA \ 100 WETLAND I ' 7 BUFFER LIMITS \ �tJ I I ' - N FEET RADIUS TIEP.C. B PROPOSED 10 L K McLEAN )CAITIES, P IRRIGATION HEAD LONG ISLAND, NY 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 LIMITS OF RAIN %- t PROPOSED —4 FEET RADIUS Tei: 631.286.8668 6O GARDEN / � .� < " IRRIGATION HEAD STORMWATER �. . RETENTION AREA �\ I 1 - 10o wETLAI --------------------- PROPOSED 5 FEET x 30 BUFFER LI ITS N \ L---------�------- -1 I \ /� - FEET SIDE STRIP IRRIGATION VINEYARD VIEW HEAD NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 00 r0— — ?; o —2 6 y 4 �o, / / l 100 WETLAND BUFFER LIMITS r--� i,,f,e Cor1rIF . r,REAL ESTATE DEYElOPNENT,CSIR CTION R MANAGEMENT I sealr, -24.0 ,-�'� P A Y- � R.. issued date description LU 2/23/2018 TOWN SITE PLAN SUBMISSION CI v / issued date description o Ll- U 0I I \ I ) I PROPERTY LINE (TYP.) � � / title (WEST) \ \ IRRIGATION PLAN LL- r� PLAN KEY. 1 o I I - _ p \ �' \ I� ) 40 80 drawn by: LMY o \ \ \ \ \ \ \ \ 1 ((�� / Feet checked by: CFD _ \ \ \ \ \ \ I / SCALE: I t1 =201 scale: AS NOTED LS2-A LS2 C \ \ \ E / / project number: 17106.000 o � I \ \ \ sheet number 00 / \ \ \ 1 \ / D THE EDUCATION LAW OF THE STATE OF NEW YORK C( 11 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N , / ` FEQ 2 2018 IN THE DRAWINGS AND/OR THE ACCOMPANYING \ \ \ \ 1 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION \ \ ` OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS2 B 06 , LS2-B LS2 .,\ �\ „ \ \ E / Southold Town ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE Planning Board THE DRAWINGLEXTENT AND/OR NFTHECSPLECIFON THE SPECIFICATION LL- / (NYS ED. LAW SECTION 7209-2) U 7 ,7 a I !0 / �0 \ 4 325 Wireless Boulevard, Hauppauge,I � \ / ppauge, New York i 11788 Phone Phone 631 300 1010 "st owner/developer: CONIFER REALY LLC 83 E. Main Street,Suite 600, \ \� Rochester, New York 14604 \ 1 \ L Site/Civil Consultant O I I \ L K MCLEAN ASSOCIATES, P.C. LONG ISLAND, NY 437 SOUTH COUNTRY RD., Bel: 631.286.86 8 YORK 11719 VINEYARD VIEW NORTH I � \ — � � '' / � \ \ \ OWN OFOAD SOUTHOLD N.Y. 11939 I � \ ` \ \ \ LLJ conifer" REAL ESTATE DEVELOPMENT,CONSTRRCtION 1 MANAGEMENT seal \\ �— \ ` \ 100' WETLAND _._._.._ ._.-- -22.0 ,:••`, PROPERTY LINE (TYP.) � ,^,�� ` `.'..• / BUFFER LI�S� \ \ \ \ L.L',•.f•, .- _ 100' WETLAND / \ \ \ \ \ \ \ issued date description BUFFER LIMITS \ \ / 2/23/2018 TOWN SITE PLAN SUBMISSION Eti� u 2 W/ /`� 85. ,'� LIMITS OF RAIN \ \ \ `�- %; ` S N GARDEN / \ \ \ \ STORMWATER \ \ 20 yvq ; RETENTION AREA \ \ \ \ \ \ \ „ /Q \ a / l _ ay, ,> \ \ issued date description o' DUMPSTER TRANS-- P w_ S4 \ 41 PAD \ � _ �'r— ,�� ��. . • I r r� ,�` FO .DER AA TEN NCE :-_„ , 158;1 - ,62 J" SHED \ \ W— L- r—_ DUMPSTER PAD 0 63 t o 59 �f BLDG. 4 (TYPE A) 80 � FIN. FLR. I + 54 ; {`� „ ' •..,'_..; \ \ \ '#� r-� ry / 100 WETLAND / 3 BUFFER LIMI S \ EL. _ \ -��� y. BLDG. 6 (TYPE D) I T\ title •3 \ 23.25' � � �� } ' " � ' . � . . . . � . ,�, \ ( EAST1 p r 5// \ / o #t 2 . FIN. FLR. IN GARQ } \ \ 2 �, 61 `� f- ' s EL. _ ► STOR. EN \ \ ��_ S MWgTER IRRIGATION 66 , 23.25 RETEN \ \ UON_ ' o 0 A PLAN s s S S s /p S ` • i , " �``7-2 BOX �� s � s 2 PLAN KEY \ 0 40 80 drawn by: LMY FO eet S checked by: CFDo „. Q .� , / . X- LIMITS OF RAIN o BEND LS2-A LS2-C S2 ` r GARDEN STORMWAER(TYP, / SCALE: 1' =20' project number: A17S 1N0O6.T0E0D0 O RETENTION ARCA, ; 7 / 0 0 TOE OF C7w L` '~ =• '' SWALE sheet number y 00 o) 77 DM_ THE EDUCATION LAW OF THE STATE OF NEW YORK U O PROHIBITS ANY PERSON FROM ALTERING ANYTHING Cv ° 2 / IN THE DRAWINGS AND/OR THE ACCOMPANYING 4 pA2018 SPECIFICATIONS UNLESS ON UNDER THE DIRECTIONLcD � _ � - MATCHLINE A-A / FEB 2 � 06 -1 LC�2—B LG2 // / NEER, WHERE SUCH ALTERATIONS AREOF A LICENSED MADE, THE PROFESSIONAL LS2-C N LS2—B "' � 11� — �'----il i"`'T� f�. Southold Town ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE C3 Planning Board THE LEXTENT F E ON THE DRAWING AND/OR INTHESPECIFICATION Li.. (NYS ED. LAW SECTION 7209-2) U y ; 7 ,► ' STORMWAILN rnrnnKI APPA / 4 < S2 : A-A ,�' � TOE OF � ;..:.• .. " m�a { s 67 S-2 -'� SWALE 74 2 Q r ii 325 Wireless Boulevard, Hau g �� 2� ���� S BLDG. 7 (TYPE D) I / / / ppauge, New York 1 r ° �. p 11788 FIN. PLR. Phone 631 3001010 owner/developer: 74 EL. / CONIFER REALY LLC 23.25 83 E. Main Street,Suite 600, I % \ BENCH - - ° . / Rochester, New York 14604 100' WETLAND Site/Civil Consultant ° 4 y �, BUFFER LIMITS w \ . \\-- 75,x' IIIIII '� 75 ' / — BLDG. 5 T1�PE A 60 ' L K McLEAN ASSOCIATES, P.C. FIN. FLR. EL. = 5.15' / . LONG ISLAND, NY 437 SOUTH COUNTRY RD., 79 -- 77 BROOKHAVEN, NEW YORK 11719 ! y X80 Tel: 631.286.8668 N s s s s s. ® TOE OF VIZ= 7777717,` SWALE \ ` '.\ \ � `�• 83 � .,,Gy,`v.�i'. S!$� 5 r �,ylr. ,,� � \ y� \ VINEYARD VIEW NORTH ROAD 24 ' `J Ll \ — _ TOWN OF SOUTHOLD, N.Y. 11939 WFEN ITHPA TE / 8 5 _ .�.. /\ � 'Gid RAIN G R E \ r $ SEE SANT ARY 4NS A p sN t STORM ,;' - 100 WETLAND �ETER TENTIO 82� o' BUFFER LIMITS , %' a _ N AREA , , , % — `N . � ii•w; , : \ coniferc-s. 100' WETLAND BUFFER I�IITS � � -���4 .• \ \ � _ REAL ESTATE OEYEL01MEN1,CON111UC110N\MA..01-1.? LIMITS OF IN 86 1 \ \ GARDEN / -� STORMWATER 24.0 RETENTION AREA seal V. p G NG\LIMITS / .0 100' WETLAND `'° m \ BUFFER LIMITS UJ B S issued date description 2/23/2018 TOWN SITE PLAN SUBMISSION ' G :0 '9 rJ O / / \ / LIMITS OF RAIN \ n / GARDEN / y \ �/ \ issued date description \ \ STORMWATER v'. / \ RETENTION AREA v , \ \ / i LJ_ U � \ LL_ 0 0, / -/ \ \ title a 3 \ \ (SOUTH ) _ IRRIGATION ��' ,' \ '8 ° - - / PLAN / \ \ PLAN KEY _ / - \ , \ 0 40 80 Feet drawn by: LMY o _ \ \ \ \ 11 _ 1 checked by: CFD / _ / / PROPERTY LINE (TYP.) \ \ \ _ i _ SCALE. 1 =20 T O \ / / \ scale: AS NOTED LS2-A LS2-C c \_ 0_ \ \ project number: 17106.000 2 Y& _ \ 00 �_ \ O a ( sheet number 00 \ 1 \ \ \ / / ! THE EDUCATION U ATIO PERSON FROM STATE F NEW YORKANYTHING O � 1 \ i N a _ _ \ \ / D IN THE DRAWINGS AND/OR THE ACCOMPANYING \ I 564, ,50 / SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 00 3 LS2 OF A LICENSED PROFESSIONAL ENGINEER, WHERE _R - _� FEQ 2 S Z018 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS2 D NEE N 5 LS2-B ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 0 ' — — y,`�S Southold THE FULL EXTENT OF THE ALTERATION ON THE Planning Boars (NYS DRAWIED.NG ALAW SECTIONND/OR IN 7209-2) 2I,CATION U -777 1 . 82 f f°< PROPOSED VALVE BOX MODEL VB-STD AS MANUFACTURED BY { RAIN BIRD OR APPROVED EQUAL. — 1 . 08 325 Wireless Boulevard, Hauppauge, New York TO PROPOSED ; , ; 11788 FROM WATER SERVICE IRRIGATION , Phone 631 300 1010 C! SYSTEM ; I ! I - . 5 owner/developer: CONIFER REALY LLC t � 83 E. Main Street,Suite 600, ® (i ;•-- Rochester, New York 14604 PROPOSED 1"0 100 PSI NSF POLYETHYLENE PIPE PROPOSED 1 - '- -"- Site/Civil Consultant -` O 40 " — 100 PSI NSF PROPOSED DOUBLE CHECK VALVE 0. 45 POLYETHYLENE MODEL LF007 QT AS PIPE ' - MANUFACTURED BY WATTS OR APPROVED EQUAL oilI t j TYPICAL DOUBLE CHECK VA Lel E D ETA I L , L K Mc-FAN ASSOCIATES, P.C. N.T.S. LONG437 SISLA , NYCOUNTRY RD., ! I BROOKHAVEN, NEW YORK 11719 a Tel: 631.286.8668 s 4 Spy\ fflimft °' IRRIGATION DETAIL ICV GLOBE VALVE VINEYARD VIEW MP ROTATOR N.T.S. NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 FINISH GRADE j: 10" MIN. CLEARANCE i% 'r. . . � ,,, 7, FOR DOOR OPENING s .................. MODEL PROS-04—PRS40—CVME ~ coniferii iC� r �>K PEAL ESTATE DEVELOPMENT,CONEiPU CTION k MANAGEMENT "r "m , I h HUNTER PRO—C CONTROLLER SCH 80 NIPPLE seal oif N041 J't .x 3k £ .,M,w ...,.................... .., j a. DI PVC STREET ELLS (3) LATERAL TEE OR ELLS _; CONTROL WIRE IN ELECTRICAL : CONDUIT AS PER NEC CODE <�� LATERAL PIPE s7r �. issued date description 2/23/2018 TOWN SITE PLAN SUBMISSION ELECTRICAL SUPPLY CONDUIT. SPRAY HEAD W Z MP ROTATOR CONNECT TO POWER SOURCE. J BOX INSIDE CONTROLLER. 3 SPRINKLER oI N.T.S. PRO - C CONTROLLER DETAIL N.T.S. issued date description C 0 :N 0 rn L L LF_ I M U I LL LE_ I O O O (D O n '- v� title c IRRIGATION L DETAILS 0 U a� %o LL- 0 drawn by: / 0 o 0 cn E C E checked y: CFD O D — u scale: AS NOTED E a—r FEB 2 8 2018 project number: 17106.000 1j i -v Souiholtl Town 0 0 Planning Board L'- sheet number 00rn THE EDUCATION LAW OF THE STATE OF NEW YORK L PROHIBITS ANY PERSON FROM ALTERING ANYTHING N IN THE DRAWINGS AND/OR THE ACCOMPANYING JPj SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N 1 ENGNEER, WHERE SUCH ALTERATIONS 0 RE SMA EOF A LICENSED PRFESIONAI, THE I PROFESSIONAL LS2-E C14 5 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE p THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION LL_ (NYS ED. LAW SECTION 7209-2) U PROPOSED LED LUMINAIRE, ARCHETYPE MODEL u/A /, / :% M % AR-E35-120L-4K-120-BL-A30 1 A G I'_> 23 SINGLE HAP'lOVER LANTERN, GROSSE POINT 3176PP150W MH BK 14' HEIGHT FULL CUT OFF AS _.. MANUFACTURED B`1' KiM I r�C,r Ci, ..#.) DECORATIVE", :_. t..H:.f� B - 03 SINGLE KIM LIGHTING,ARCHETYPE MODEL 'AR-E35-120L-4K-120-PL-A30 14' MAX.HEIGHT � _.-� �r� S. LIGHTING OR APPROVED EQUAL w ER 7, 1 ,� _., r STYPE MODEL AR-E35-120E-4K-120-BL-A30 14' MAX.HEIGIT ?_')I�lLIAIRE, HANOVW_R i.._At`;T; RIv, C ,, 03 TWIN _ KIM LIGHTING, ARCH _ / G. OS`" I;C;INT 31763 50N MPI CK -` D "" 60 LANTERN PROGRESS LIGHTING, MODEL P560031--'020 14' MAX.HEiGHT I ,l�" 1-111' iisr IGHT, FULL C;UT_OF-t EP 02 WALL PACK HOLOPHANE, MODEL HLWPC2-P10-40K-12-T2M-BKSDP 14' MAX.HEIGHT PROPOSED 4" Ld! STRAIGHT SQUARE _ ALUMINUM MODEL f PA R #NU . POLE MODEL a..i ,.aaJ RATIOS _�[,,�.�,._,r,",_„"",,,»r„�,,,,,,�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,; #P.�A14-4188 AS >g MANUFACTURE BY KIM A s...,..., ..`_». _"_ _..._.:..... ....'.._.................. LIGHTING PARKING LOT 1 0.4 FC 2.0 FC0,1 FC 20,0:1 PARKING LOT 2 0.4' FC 1.9 FC 0.1 FC 19.0:1 4.0:1 PARKING LOT 3 0.3 FC 2.0 FC 0.1 FC 20,0:1 3,0:1 T\ j PARKING LOT 4 0.3 FC 2,0 FC 0.1 FC 20.0:1. 3.0:1 I is 325 Wireless Boulevard, Hauppauge, New York H j 11788 c:=�� Phone 631 300 1010 HANDHaLE ! owner/developer: CONIFER REALY LLC r I; 83 E.Main Street,Suite 600, "" - I. Rochester, New York 14604 Sit ivil Consultant G - / ROUT ---'----•-_..,_,,,,�~------�,r + , , `f ,v„l 4 •4.' 47.4 a5. 47.4"-.64._,�.a � :......... _.... EEE I € E 1 �' xa.Q xa ..." at,s- ._•a.,_.=`>r,+v"_^xaA \,� "f..f. �__I ! �� 1 `' •4,a xo,a,,,. .4 •a.4 •4.6._..o b. _ i / . I 0.73 •0 4 ..... .. I i I :E I, , � €i `" •a x4 n 47.0 �S.tl •Q. 47,Q •�4 47.0•., fl v` - ' I 'i 45.0 x4A/''••a.o .x0.4 a-4 x4.0 •0. •0.0 •b,a •4.0 .0,0 ;6,0 4}.4�` . ! GALV. 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LAW SECTION 7209-2) 0 68 LF CONCRETE CONSTRUCT FULL DEPTH CURB TYPE A ASPHALT ENTRANCE 90 LF CONCRETE MEET EXISTING ASPHALT (ROADWAY PAVEMENT SECTION, STOP SIGN CURB TYPE A TIP-UP CURB MEET EXISTING CURB SEE SURFACE SCHEDULE) 24 STOP SAWCUT E (STING BAR SIGN TEXT DATA TABLE ASPHALT CONCRETE P EMENT � � SIZE OF SIGN COLOR OF TYPE OF S1O8d t?>�,SIGI�ATIOPd DESCRIPTION TEXT M9JTCE� NA. ( BKGRND. LEGE IQ MOUNTING w w w w — -- w -._._.. _ W ._.. _._.__--- W __.. .._. W .—_.—..... W -- w _ w ._ W j( {0 Nr d NORTH ROAD C.R. 4 S1 STOP SIGN �U�fJ { 30 x?O R1-1 RED WHITE S.P. T_ ... .. A 325 Wireless Boulevard, Hauppauge, New York 11788 S S SPhone 631 300 1010 S ... •s _ _ - s- — s s G G G G _.. 3q x30 W11 2 YELLOW_ S2 - G _,,,,�,._�..,,,,,,;;.,,,, ,��. ,a :. ,%,,,, x -,,, ARROW 0 CROSSWALK ONLY 4S' P ._. .. ., G.M.a: .. .�. � YBLACK VF`�d , G G G - owner/developer: l�' 24"x1 " 16-7P YELLOW BLACK CONIFER REALY LLC c� „ fs 83 E. Main Street,Suite 600, _._. _._....._.__._.. .___..........._.. � _. _-.. . ....___......__ Rochester, New York 14604 3 - .... ,,: _ S3 ACCESSIBLE PARKING SICK! (SEE [DETAIL ON THIS SHEET) e? Site/Civil Consultant �. R-30 NO s4 NO PARKING ANY TIME 'PARKING G.M.,. ANY 12"x'.8" R7-11D WHITE RED S.P. TIME _.__ ......... - P.C. Os +, r / ��. Mew AssocwTEs Pc LONG ISLAND NY I ©__.. 437 SOUTH COUNTRY RD., x' I BROOKHAVEN, NEW YORK 11719 CONSTRUCT FULL DEPTH 0 40 80 Tel: 631.286.8668 ASPHALT DRIVEWAY . (SITE PAVEMENT SECTION, "VINEYARD VIEW" SIGN SEE SURFACE SCHEDULE) (SEE DETAILS) SCALE: 1" -20' 4" �P') r -�- 4" (TYP.) VINEYARD VIEW Am f" � 23 ,> NORTH ROAD 5 2O E DOUBLE LINE - FULL BARRIER TOWN OF SOUTHOLD, N.Y. 11939 r-75"— R=40" YELLOW 1---36"-� N.T.S. -24" 12 - { 2 4" TYP SOLID LINE WHITE :ir...a,'= o N.T.S. Vii///� ,,� ��i✓' I j o c, 1 ) I I ® ) ( � I'[ c, __ •\\ t 28 N 12".-.... 2" TYF'. ,s 3'-0" { € q � � € � I .� �•``, ,\ . 'r //. _� 12 2„ cs \ ” 1 ALL PAVEMENT MARKINGS SHALL 45' BE IN ACCORDANCE WITH THE "J I /< _. ✓. '`t' " SITE LEGEND• 12"--I R=28" FEDERAL MANUAL ON UNIFORM �12" TRAFFIC CONTROL NEWYORK CES & t I STOP LINE ,... (.�.} .' ' Q •. '4,, .ate- u< >. 2" SUPPLEMENT TO 7F{E FEDERALPROPERTY LINE RIGHT TURNING ARROW ARROW CROSSWALK WHSTE rROSSHAT*vrl' ING MANUAL ON UNIFORM TRAFFICconifer WHITE. WHITE N.T.S. SITE.) WHITE CONTROL DEVICES. 0 PROPOSE(-} N.T.S. REAL ESTATE Df YE�O,MENT,COMBER UGiION l MANAGEMENT o' i. ..t '.( nE.I~r.tv PROPOSED 4V! N.T.S. N.T.S. N.T.S. JJ (I.1'PE C) / `,--' NUMBER OF PARKING STALLS o PROPOSED ADA HANDICAP F ) ACCESSIBLE PARKING STALL N.T.S. ---- seal s ,a, PAVEMENT MARKING DETAILS y x , r __... PROPOSED ADA HANDICAP VINEYARD to �"` ` ' VIEW SIGN D QQ4, ACCESSIBLE CROSS WALK ; ' (SEE DETAIL) up I, ,- PROPOSED SIGN/TYPE17 TRAFFIC FLOW ARROW RAISED LOGO OVAL µ < S4 53 r77 ..._ S2 r.,..., ; 'NO PARKING' ,3 2/23 401date at TOWNdS SITE PLAN nSUBMISSION HATCH MARKINGS ' . �� 2" THICK HDU SIGN FACE BLDG,z \�, 4 WHITE PARKING WITH CARVED COPY (TYPE[;) o STALL LINE (TYP.) 1S1 1 ' i `ti �! 5"x5" VINYL POST SLEEVE conifer {I! WITH TREATED 4"x4" CORE • • ALL SIGNS SHALL I' Vin and View IN ACCORDANCE WITH w " i I BE O K AT °�, THE NEW YORK STATE ., e� _ NONE ` MANUAL OF UNIFORM { TRAFFIC CONTROL DEVICES. 3 c . c' o .�.�, \��/,,." C O M M U N I T Y J i ' 24 STOP BAR U I I F 4 �es9 }} 1 -�` PROPOSED Q r,r -` �' � ., o: .... r' o �=� i .... ;. �„ �"gam .. :. •322 8 I �coniferli m a i , Ic, n > , 4006 t- issued date description C 1... •' ` y � 809-44 2- GRADE a .t STS' It VIL± F o - Off, M "- { O O 1 BLDG,a 4 ' I ( \t ROADWAY r, 24 1 1r j Tvr'e as o ' 1'-4 'x 10 RIDER PANEL H 1 O ( ) 2 O (TYI' „ ,r ,s O - �t BLD I iI ( O r 1 (TYPE A) 3 %� % ,J . } ` I � 0 S , a � ��r, fi j SITE SIGN ELEVATION (� \ _ S3 (TYPE U) STOP SIGN PLACEMENT DETAIL � 24" STOP BAR r � .r f° _ T S ( p�9 01 �` o t N.T.S.NTS , S2 , +< I � . , ! r::,.,r ,. r . . __.Iw:t�$ €"I'P �m O .-., ,Irst� �.. QO r I I I - o r NOTES: ,` r a` ( Ss { (O , _ (DER ADA RAM 1 NEL z4 o SQ. Fr ,, SIG i`: PAN . µ Of`.) 1 , I AREA INCLUDING R (SEE DETAIL , / ON SHEET T2 �� 00 3 ., title CENTERsj �< .$: ,s4 v LEASIPIG :,$ I.r ,JA c a / aFFICE o : I 12" I SIGNAGE FOR ACCESS€SALE PARKING r �•Z,j of 3: 0. R" .o LANDINGS{ PROPOSED a ! ASPH. PAVEMENT PROPOSED 2"0 SCH. 40 POST � PARKING WHITE BACKGROUND AND REVEAL ! ....... { WITH 6"0 SONOTUBE, ENCASED 3/8" MARGIN DROP CURB (�'---6.0'--- 1.5' CONIC CURB WITH HYDRAULIC CEMENT (TYP.) PROPOSED LAWN AREA ~ . CONN E I (TYP.) :A. . BLUE INTERNATIONAL I sBILITY WHEELTOP (TYP-) k--4.0'—^f-- 4.0' I y 4^ CrrP,}--;,-- a" �,f.A SIGN HEIGHT SHALL BE SET BLUE TO MAKE IT CLEARLY VISIBLE PAVEMENT 12" (TYP.) i TO ALL PEOPLE WITHIN THE MAf1KINCS r DRIVE ORES SEAT OF ANY , __4" (TYP,) B ` 325 Wireless Boulevard, Hauppauge, New York ID 1 1788 t2 } Phone 631 300 1010 ..... ..... 3/8" GREEN BORDER �✓... ..................................... i 1/2" GREEN LETTERING owner/developer: ! 6" ACCESSIBLEWHITE (r _._....__.....-. _..._... _ 3/8" MARGIN83 E ROUND AND CO E.Main Street,Suite 600, E Rochester, New York 14604 i 1 ON 12 (MAX.) SIGNAGE FOR ACCESSIBLE PARKING Site/Civil Consultant N.T.S. DROP TYPICAL ACCESSIBLE PARKING DETAIL CURB ���/ N.T.S. 2'x3' TACTILE DETECTABLE � I •• WARNING SURFACE FOR THE T VISUALLY IMPAIRED F E SAE- STEP I O" REVEAL OR APPROVED EQUAL TILES) IT I ! 4 ... B ,� � ,,^ yry ;�- :, - --- i cL.EAN ASSOCIATES, P.C. LANDING' 1:12 VAX, LANDING 1:12 RtAY, LANDING LONG ISLAND, NY 437 SOUTH COUNTRY RD., 1 BROOKHAVEN, NEW YORK 11719 "-.:.'... A ...i ...................._........ _. _. E WARNING SURFACE Tel: 631.286.8668 DETECTABL PROPOSED LAWN AREA PROPOSED 2"0 SCH. 40 RAIL (TYP.) FLUSH, SMOOTH .. ., Ct AS PER NYSDOT STANDARDS NOTES TRANSITION MID--BLOCK CROSSING CURB RAMP PROPOSED ADA HANDICAP 10 20 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF TYPICAL. DIMENSIONING SIDEWALK RAMPS. ACCESSIBLE CROSS WALK a w:: : =• _ 6" (NP.) 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO PLAN MEW SCALE: Iii =5 PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP VINEYARD VIEW N.T.S. ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE NORTH ROAD CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER PRIOR TO INSTALLATION. TOWN OF SOUTHOLD, N.Y. 11939 SIDEWALK CURB RAMP DETAIL (CONCRETE N.T.S. iceM -a "VR�T-211.11 , 2"0 SCH. 40 RAIL (TYP) C 0 n f e■ PROPOSED GRADE REAL EEIATE DEYELO.MEN1, CONEEEDCIION s MANA0EMEN1 (SEE GRADING PLAN) MEET PROPOSED ASPHALT PAVEMENT seal - i (� I G-� ♦v EXPANSION I, ! JOINT 8" POST EMBEDMENT (TYP.) HAUNCH 6' CONCRETE EXPANSION IN 6'0 SONOTUBE, ENCASED (BEYOND) (TYP.) JOINT WITH HYDRAULIC CEMENT SECTION A—A N.T.S. issued date description 2/23/2018 TOWN SITE PLAN SUBMISSION 2"0 SCH. 40 RAIL (TYP) rn r. J 2"0 SCH. 40 POST rn (TYP) a ; issued date description rn 8" POST EMBEDMENT (TYP.) IN 6"0 SONOTUBE, ENCASED 4 2% WITH HYDRAULIC CEMENT I LI l � l FINISHED PROPOSED LAWN I U_ 6" CONCRETE FACE AREA 01 (TYP.) O O SECTION B—B HAUNCH DETAIL 0 N.T.S. N.T.S. NOTES: rn 1. CONCRETE 4000 PSI AT 28 DAYS. c title ADA RAMP DETAILS TRAFFIC N.T.S. 0 SIGNAGE PLAN U li rn drawn by: BRC O O 0 coc ecke D � l�J � � � L'�� Y: FD o E � nscale: AS NOTED FEB2 2018 L project number: 17106.000 v Southold Town O O Planning Board I L rn sheet number 00 c '- THE EDUCATION LAW OF THE STATE OF NEW YORK O L PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N N OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCHENGINEER MUTST IONS SIGN,SEAL,AE MADE, ATEEAND DESCIRIBEL T2 THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) LEGEND PROPOSED DRAINAGE SYSTEM (SEE DRAINAGE SHEETS) PROPERTY LINE METER VAULT PROPOSED SANITARY °oPh2�,•�2 'r T FORCE MAIN �,, 2��3 e rk ; r- ;' r/ PROPOSED TRANSFORMER `' (SEE SANITARY SHEETS) v°�''�2 ..:., H °..„ rrl ' , 75 WETLAND a R R BUFFER LINE I s METER VAULT —E E---- PROPOSED UNDERGROUND ELECTRIC PROPOSED UNDERGROUND TELEPHONE (VERIZON) 2� \ ` 4 . ---T T T— PROPOSED UNDERGROUND TELEPHONE 100' WETLAND PROPOSED GAS MAIN/SERVICE z BIO swALe/ 325 Wireless Boulevard, Hauppauge, New York sroRMwgrER ,r��,•,�„�--__-__-- _ BUFFER LINE � ��• PROPOSED UNDERGROUND ` I �,; ; cRErENrIONAREA ELECTRIC PRIMARY (PSEG) " r *,, 4`°: SANITARY - - -- --- PROPOSED DOMESTIC WATER MAIN 1178$ l- = CONNECTION HOUSE Phone 631 300 1010 PROPOSE[' ELECTRICAL (TYP.) PROPOSED DOMESTIC SERVICE TRANSFORMER BY PSEG T4, (SEE SANITARY SHEETS) ---- -' - '"' owner/developer: W/ VALVE; METER VAULT PROPOSED 4" GAS MAIN BY 4 �a = - � • CONIFER REALY LLC NATIONAL GRID a , f RPZ RPZY ,, �� < PROPOSED HYDRANT 83 E. Main Street,suite 600, 3 u�l -•�--_n,_, --; 1. -- 3..__...... D RETAINING WALL Rochester, New York 14604 GARDEN/ jPROP/OSEIN PROPOSED ELECTRICAL Ci O b r I BLDG.1.(IYPEC) 93`%• ____-.. , -.—, r _____ F _______ ff 1 W ;SROT,A ER Ir FIN.FLR_EL.=23.25 ;� ', (SE SITE PLAN) �� TRANSFORMER BY PSEG PROPOSED 4 FIRE SERVICE f Site/Civil Consultant LL, AREA � t M R VAULT TER PAD , _ I ;.. ___._''' DUMPS - (TYP.) FLAGGED WETLANDS (OF OCTOBER 01 ) r LL 17 2 7 w MiTER ER VAULT PROPOSED SANITARY ` r'1 P-10µ,E III FORCE MAINTull -, 'J P OPOSED RETAINING WALL--O"" A L (SEE SANITARY SHEETS) L K. McLEAN ASSOCIATES, P.C. _,,._., — —f !•— — ... ;—c----t ,_e^ t " _ f (S E SITE PLAI. -•— LONG ISLAND, NY • W0 N 437 SOUTH COUNTRY RD., POSED SANITARY PR BROOKHAVEN, NEW YORK 11719 --_ T •. METER SEWER LATERAL HYDRANT Tel: 631.286.8668 ; q PROPOSE (SEE SANITARY SHEETS) �,_ VAULT TP- CONNECTION SCWA CONNECTION POINT OF f BLDG. 1TYPEB) METER VAULT SANITARY FORCE MAIN FIN.FLR.EL=2125' r' ~ ..- VINEYARD VIEW (SEE SANITARY PLANS) .------"'"" -" n RPZ ~ =—_._-- ,,,, e NORTH ROAD METER VAULT TOWN OF UTHOLD, N.Y. 11939 CONNECTION POINT OF II N �._«• r 4£> , .I /O TER ff „ r � � '''"�, " RF,y `, •� PROPOSED 12 WATER PROPOSED 4 GAS MAIN I f P-8 MAIN EXTENSION BY - -- , EXTENSION BY NATIONAL ,,, GRID 4 -5 SCWA P ( ) a I ° p. . ` Tr." ` RPz , PROPOSED SANITARY SEWER >fi N_ , r «�E ) _ BLDG. (TYPE A) /de, �.._.. 'PUMP STATION �<` $ --- F .FLR. (SEE SANITARY SHEET ) B _ LDo2.s,„„,,,, � lGzui,3.✓,/.,:e.,,.;;..,:,_.;,.> ....,.,..a LDG.3_CDTE B l` nl FIN.FLR. EL.- B G.6(TYPE a = < g_ r,: S i � EL. 23.25' I r ..... ..,, / ► •� S S 23.25' FI _ RAIN GARDEN/ L.- f'O'> 5 it RETENrMONAT E € P AREA - ., f I � J .......... .........._...4.... \. ..5..... .......... .w.� .....5............_..._._I ')+`• � 1 ,. .tea r... 4 025 �1 � _ con er . r � � II CONNECTION POINT OF e \P���b�� I J �p 9 .•°J'� ' J✓ r \ REAL EEYATE DEVELOPMENT,CONSTRUCTION L MANACEMENt F PROPOSED 12” WATER GAP �Z,,3 I �; � ..,/ - 4 MAIN EXTENSION BY ��('�� _ ® _ - _ P 5 „ I-- 10' 0” �--- 10' 0" —–I SCWA _<... .. . . — seal i / r MATERIALS&JOINTS EQUIVALENT TO J1 N ��� E I/Vy`` p ti---�- — 11 ^^^^�'^-- ---"�`- - WATER MA N STANDARDS OF CONSTRUCTION WATER MAIN OR -y F "� \ " / FIN __ _._EL._=29_.0' a _, {•••-.- "q- u,`„_"y” "".T Y p I �_, g y_ _ - SANITARY SEWER MAIN K c PROPOSED 12 r t_, "^ T T --7 T 7 AND PR WATERSERVIC OR BUILDING CONNECTION •, § E _„ / E ESSURE TESTED TO ASSURE WATER `'-� ' E--E E——E BLDG.7(TYPE D) •* �„__ TIGHTNESS PRIOR TO BACKFILLING WATER MAIN EXTENSION /� eti _-- t._IM. ,_. -' _ 1 _ - a' 7--i-- � - BY SCWA ;\, ,,_... — - _- — ,t •�.,'..,L„ FIN.FLR. I 8„MI f . i 1 ` Cj ' BIO-SW I STORMWATER RE TENfiION AREA. EL. L"� a RAIN ARD ., ---- ---- - - , EN/ a >...,..... . � u nY� '} 3 EN RAIN .......... . ...._rr..... , u............... ....a........................,.�� - .=,�l`-- 23.25' nN. ,,,....•-"'- I GARDEN ' sro / ORMINAr L. 10,-0 10,-0 r i R TE RETEN E - ,. I RETENTI -...+. ,,,, TION AREAt ' iSw? PROPOSED HYDRANT I / AR N NOTE BY SCWA C� ' __ STORM) r*. / f Lt— �'� r`�'" Vii' HORIZONTAL SEPARATION BETWEEN SEWER \.4'','• {} i -' \ v SANITARY OR \ , " BLDG.5(TYPE A) „�r AND WATER LINES MUST BE 10'MINIMUM S d t —/ — FIN.FLR.EL.=25.15_' - � �� ' PROPOSED VINEYARDS TYP. issued�' W 75 WETLAND WATER/SEWER (SANITARY OR STORM) ed date description SEE SITE PLANS ,` e c� ( ) S RI ?Z BUFFER LINE CROSSING DETAIL 2/23/2018 TOWN SITE PLAN SUBMISSION • N.T.S. _ PROPOSED 4" FIRE SERVICE "� j - � ® �, -�. "'( `� F"2 \\ � ;, "•1�� s a ' TP-1 •••, ` 1 BY SCDPW (TYP.) ® EN/ > RAIN O ' `E"-R _"R 1 OO WETLAND cY I STORM IWATER yEA.._._ . 3 RETENTION AREq 1 r•, BUFFER LINE PROPOSED 4" DOMESTIC WATER --"" - J—_ 3'-0° --�-�— 3'-0° ----I 3 SERVICE BY SCWA (TYP.) of I I I ` b DUCTILE IRON PIPE 18'MIN. 3 a ,,w, \ STORM SEWER issued date description } ORNBUILDING CONNECTION ITARY SEWER MAIN IL 18" IN. � I / 75' Wt7LAN D 31.011 31.011 �I .. l BUF R LINE -- - - S NOTE: AND STORM SEWER MUST BE 5'MINIMUM TO,��q�,� HORIZONTAL SEPARATION BETWEEN SANITARY SEWER I� 0� 5 1h °;. r o P� o°sok 1 0' WETLAND SANITARY SEWER/STORM SEWER f BUFFER LINE S? .,._•--""-'" 'Q�Q 0 GQ PV 3kh� 03 I i v€ \ GROSSING DETAIL 00 ��� �' f �� '9 N.T.S. e r. f o UTILITY NOTES: I n NOTE: PIPE SHALL BE A FULL PROPOSED STORM SEWER 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED LENGTH PIPE CENTERED UNDER THE PIPE SIZE VARIES DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY PROPOSED ELECTRICAL I CROSSING UTILITY PROPOSED ELECTRICAL_ title 3 2. ELECTRIC PRIMARY (UNDERGROUND)AND TRANSFORMERS BY PSEG TRANSFORMER BY PSEG TRANSFORMER BY PSEG 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR O z o- � METER VAULT � � 4. SEE ELECTRICAL SITE PLANS FOR ALL WORK FROM UTILITY TRANSFORMER UTILITY METER VAULT ° TO BUILDINGS 41 18" PLAN 0 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE PROPOSED SITE LIGHTING (TYP,) , U LIGHTING (SEE LIGHTING PLAN) vii � �'• ��, a) 6. WATER MAIN -SCWA SHALL INSTALL ALL WATER MAINS, SERVICE TAPS, LE_ METER VAULTS AND METERS ON SITE 10' MIN. 2'+/- _..___ UNDISTURBED 7, WATER SERVICES FIRE AND DOMESTIC SHALL BE DONE BY THE SITE `i; y�Tjj`.y j .//�j��j/\j;j 'j% �\j\yj y y/�jj ( ) �` �/ ✓.' /' EARTH WATER MAIN CROSSING o PLUMBING CONTRACTOR \`' \f` o // TYPICAL drawn by: BRC 0 8. WATER SERVICES INSTALLED MINIMUM 54 BELOW GRADE FROM THE \j� \� �j, \j•;/�� �/ . \ o BUILDING TO THE CURB. LEAVE COPPER PIPE COILED ABOVE GRADE AT 54 checked by: CFD C, TYPICAL UTILITY CROSSING - VERTICAL OBSTRUCTION CURB. W/ REQUIRED VERTICAL OFFSET TYP OF 10 \\ , . o j // ///%/\ /i,; // scale: AS NOTED 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE ELEVATION a SUFFOLK COUNTY DEPARTMENT OF HEALTH PROPOSED ELECTRIC project number: 17106.000 `r 10. WATER SERVICE SIZING: i %j: ,\ \, • ���/ PROPOSED TELEPHONE NOTE: THRUST BLOCKS SHOWN, THRUST RESTRAINT MAY BE PROVIDED BY ANY SINGLE o ��/i� \✓� ,\%%�\//�� PROPOSED METHOD IN ACCORDANCE WITH WATER MAIN THRUST RESTRAINT DETAILS 0 10.1. FIRE-ALL 4", UNMETERED LL PROPOSED WATER MAIN/ COMMUNICATIONS sheet number rn 10.2. DOMESTIC-ALL 1-1/2"0 WATER LINE (COAXIAL CABLE) 00 PROPOSED SANITARY PIPE THE EDUCATION LAW OF THE STATE OF NEW YORK pi 10.3. DOMESTIC FOR THE PUMP STATION IS 1" 0 10'MIN. PROHIBITS ANY PERSON FROM ALTERING ANYTHING � (V IN THE DRAWINGS AND/OR THE ACCOMPANYING 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID FALICENSED SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N .F-� 5O O 5O 1 OO OF A LICENSED PROFESSIONAL ENGINEER, WHERE -r1 I I 1 N 12. CONTRACTOR IS RESPONSIBLE FOR GAS HEADERS AND 3 FT. X 4 FT, sucH ALTERATIONS ARE MADE, THE PROFESSIONAL 72�„ 00 �� v I ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE o, o QJ THE FULL EXTENT OF THE ALTERATION ON THE SCALE IN FEET DRAWING AND/OR IN THE SPECIFICATION o CONCRETE SLAB. (NYS ED. LAW SECTION 7209-2) 0 E c o r� U vC , Gv�! 10 x7yIl BEATTY • HARVEY • COCO ARCH I T E C T S , LLP NYC I LONG ISLAND I BALTIMORE 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA DWELLING UNIT: B1South Country Road DWELLING UNIT: C1 DWELLING UNIT: B1 437&405 BEDROOMS: 2 2 BEDROOMS: 3 BEDROOMS: 2 Brookhaven, NY 11719 GROSS AREA: 986 S.F. A4.00 GROSS AREA: 1357 S.F. GROSS AREA: 986 S.F. 631.286.8668 NET AREA(HCR): 926 S.F. NET AREA(HCR): 1260 S.F. NET AREA(HCR): 926 S.F. m.e.p. &f.p. 58'42' M/E EngineeringStreet , P.E. 14'-92-1" g'-g" 15'-5-2"' g'-g" 14'92 150 North Chestnu" Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 0 0 - 631.686.5234 CN CV I I I I II SII Q i Q key I I I I I LO r I1� I I II I --III I -----fil I NORTH �------------' `-------------' ..�....:ss;:�Jt...rx.'�:,.wwr.?a,.s.;�:i:'sv..'.:.::::.".i.'w:y.-,,zm'�-=•��':"���:rai `::>. bN i '7 project cffM I "I M VINEYARD VIEW I II I I II I I II I I II I I I ISI I� I r-, \apo r-----� r------I 'U'" I I � 1 C P L.—_--J ------- —J -- J L-----J O P ---- 2 A4-01 - ---- Q-,Q ----- li o -- --� ----- =� ----- A4.01 _ _ Q u I I I i it n l seal III I I III ' ; ------- I C A&C -----TT----T. - — -----------J �� ------------� -- 2 0 ----- Q d L-- -- x21422' II II OF N I I �❑ ❑ ------ -_-_-_ ----_- issued date description dN _ �N 1 12/06/17 HCR Submission ------ ------ 2 02/23/18 Site Plan Approval r q. cli 2'-0" 14'-92" 28'-9z" 14'92" 2'_0" 62'42" title BUILDING A A4A0 FIRST FLOOR PLAN K�1 FIRST FLOOR PLAN A1.00 SCALE: 3116" = 1'-0" drawn by: checked by: --- CL scale: 3/16"= 1'-0" N project number: 10002 scaled inch Q O U o see number 0 E C E VE 7 FEB 2 P 2018 Southold Mown" 4 m Planning Board O r^.ldJ t� .?``•t`•� {ice ?,";:�. e.q.l r'.{ei;i,Y •5fv cS'.s'•-;•�}"�a,F'v� U� x '",6'•r 4.r.:i�',W�<•Jb3`i'4M,2.,..�. .:�. �"'��; di e ks � 04 10 All 1 BEATTY • HARVEY • COCO A R C H I T E C T S , L L P NYC I LONG ISLAND I BALTIMORE 325 Wireless Boulevard, Hauppauge, New York 11788 p:(631)300-1010 f: (631)300-1011 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester,NY 14607 585.324-0500 civil engineer LKMA DWELLING UNIT: B2 DWELLING UNIT: B2 437&405 South Country Road BEDROOMS: 2 2 BEDROOMS: 2 Brookhaven, NY 1111719 GROSS AREA: 1054 S.F. A4.00 GROSS AREA: 1054 S.F. 631.286.8668 NET AREA(HCR): 1000 S.F. NET AREA(HCR): 1000 S.F. m.e.p. &f.p. 58'42' M/E Engineering, P.E. 150 North Chestnut Street 14' 6,_8" 15'5z" 6,g, 14'- Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 LK ®1 NF IL"J I - - q- 0- 40 N ( I Io I �I I I 1 N key I� � IN3F � I 10'-0" 9'-84" gt 84,5 10'-0" I�- IL FY: I II NORTH L J L J L_—_—_ _,ii4t.—,.�•1P � �'4 ML4 -J JM1IAeSTI bN project 0 M � co VINEYARD VIEW r-� ® I I I I 1o d L---- J -_--_-ki L- L__---JI 6 _� 2 __---_ A4.01 - - ----- �^--/O ----- r-----------, ------ ,`a. r-----------, ----- ""-\-"� seal ----------- ------ ------ ------------ ------ ------ ------ -- -- ------ (P` 021422 �(}� ------ ------ OF N `N' ❑ ------ I III ------ ❑ / � ❑ ..?a. ...«..,.-. _.,r;,„ :.rcas3�:r�':;�..t�r_'s .:= Sx<e.�:. issued date description ul 6�� ------ ------ N 1 12/06/17 HCR Submission - - f I ------ 2 02/23/18 Site Plan Approval L---I--- C? CV CV CV CV 2'-0” 14'-92" 28'-9z" 14'-92" 2'-0" - 1, title BUILDING A 1 SECOND FLOOR A4.00 PLAN 1 _SECOND FLOOR PLAN -- - drawn by: MFS A1.01) SCALE: 3116" = 1'-0" checked by: --- scale: 3/16"= 1'-0" N project number: 10002 scaled inch o sheet number U O U z I. FEB 2 8 2018 C3 Southold Town m Planning BoardAl fou O .tw.�., AUPf..fx�,•+1 e: �,��;C...w- yy^a+..7i�F.: ry'•f h .t'.ak. i ` �"- '-c `�.ti.tri".:�:4•,- .Tr1e. �-��t. -i''^4.. �: 9s •r.�•;-� 4';"•��:r'.`.. ,-.moi ��f.•,.a'�s,.ANY:i9"' .a,^.�,.` -_..r�r�.'w. J'4. 10 CN Se BEATTY • HARVEY • COCO ARCH I T E C T S , LLP NYC I LONG ISLAND I BALTIMORE 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 DWELLING UNIT: C2 DWELLING UNIT: B3 DWELLING UNIT: Al DWELLING UNIT: Al DWELLING UNIT: B3 DWELLING UNIT: C2 civil engineer BEDROOMS: 3 BEDROOMS: 2 BEDROOMS: 1 2 BEDROOMS: 1 BEDROOMS: 2 BEDROOMS: 3 LKMA GROSS AREA: 1311 S.F. GROSS AREA: 924 S.F. GROSS AREA: 762 S.F. A4.02 GROSS AREA: 762 S.F. GROSS AREA: 924 S.F. GROSS AREA: 1311 S.F. 437&405 NET AREA(HCR): 1265 S.F. NET AREA(HCR): 864 S.F. NET AREA(HCR): 702 S.F. NET AREA(HCR): 702 S.F. NET AREA(HCR): 864 S.F. NET AREA(HCR): 1265 S.F. South Country Road Brookhaven, NY 11719 108'-10" 631.286.8668 14'-92" _ 21'-3" 36'-9" 21'-3" 14'-9-2" m.e.p. &f.p. M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E p o ° _ll a °a a • e s e e ° --- � Saint James, NY 11780 --- — � LE ® o d ° d ° • o o o ® ®I', ® 631.686.5234 - - _ - — -- - �, — ' I o l l 'L N M _ Irl - I f I v 1 key --SII O J 4'4a" 9'9" j 9 9« 4'-41 ® 9,-84" 10'52" �'ll 13' « -9 _ - , / NORTH E project O1:�r,::=,°,�`e.a. :�..r tia� :E.':✓�:.e..�•.rr1.h":t�aS:ag[:y,. l@s. VINEYARD VIEW \ 117-u Q @ r ° I I I I I 1 I J --- s - - �/O rL(D F---------- ------ ------ J0 -__ CI I�IIit _ 90 _ IIfL ---J -- -----JL---10---5- ----- I------- ----- I 2 A4.03 �I III IIS II III Ir A4.03 u ------------ i------------ a \j t!7 11 -tit—I r- --------� I r-------- r -7 seal I I I I I --irT—I I� 1 --i-i�-I :�- I I II - I ••' ° R�S' I° 41 .�QR E ----- 20t7« -0 2 2 p2 0" '" ------ [Ft 11 52i « , ' I JI II II I III '.I I I I I It III - J 1 III I I � I I �G— III I4------- 8, P id I I III I L II I III �__- _____________�_ __-______--_�_--�; F III 11 '�>., �• # I I L _J i__---- �x it . � I �� I ---- it _,� li- -Ijl O'4'��F•�" _!�` L^ p N `d''' S ,;,.e;.., l�d�•`:eoYL:s -'tea;"�,.,'�'+'�'�c�.,`,:.Y�.:"^ .0 :yam..^�� dN issued date description --J1 L-- -- ------ -may', r r I ', i ------ I7FJ II D7 II � ------ 1 12/06/17 HCR Submission ----- — _ __-_-- 2 02/23/18 Site Plan Approval J' ------ FA Ju U U .' 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'ti�-.. ,,: r 'v,,<-,�z,:eq BEATTY • HARVEY • COCO A R C H I T E C T S , L L P NYC I LONG ISLAND I BALTIMORE 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 DWELLING UNIT: B4 DWELLING UNIT: A2 DWELLING UNIT: A2 DWELLING UNIT: B4 civil engineer BEDROOMS: 2 BEDROOMS: 1 2 BEDROOMS: 1 BEDROOMS: 2 LKMA GROSS AREA: 997 S.F. GROSS AREA: 834 S.F. A4.02 GROSS AREA: 834 S.F. GROSS AREA: 997 S.F. 437&405 NET AREA(HCR): 937 S.F. NET AREA(HCR): 774 S.F. NET AREA(HCR): 774 S.F. NET AREA(HCR): 937 S.F. South Country Road Brookhaven, NY 11719 631.286.8668 108'-10" 14'-92" 21'-3" 36'-9" 21'-3" 14'-92" m.e.p. &f.p. WE Engineering, P.E. 150 North Chestnu Street Rochester, NY 14604 585.288.5590 structural engineer ---- TDM Consulting Engineering 550 North County Road,Suite E ® Saint James, NY 11780 —�i 0 �I 631.686.5234 � =-iHi 1H \ \ ' -- -- zz key-- AD- 2'-0" 2'-0"_ i@) 10-52., 9'-8 " 11'9" 11'-9" ® 9_810'-52 (�113'52'}} yy�t�\f1== e a CC NORTH \ e a e a project VINEYARD VIEW izo Cq o� ------ O - - - --- cN 10 IJO 1 ------ „ L -1 I — -j - - A4.03 — — — -` j -----Hill -- -- -_ Cl) A4.03 seal" SII 2'-0" - - 2 -- " -- 2 2 -- ------ 15'-52" 2'0" �{ v�P Ca �. yy Mu 15 5- ___ __ 20 7 -- -- 18'-0�" 18'-0-" 20-T I— Dal=- rt�i ----- _ _ J --- -- _ _ -� L_ — Lir __ Gr{ A.�r GHQ — — — — — — -- WLJI \ [71 ------ - -- ------ [I= / \ ------ XN issued date description Ell El M [n 1 12/06/17 HCR Submission / \ / \ 2 02/23/18 Site Plan Approval —9- En O �7 O o I --- - - - --- L----1 L M I I i i I - - - - - - - - F I 7 Zi-1-F17 Ty; 7 1 11 -T 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14'-92,. 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SCALE: 3/16"= 1'-0" checked by: --- n-- scale: 3/16"= 1'-0" N project number: 10002 scaled inch Q o sheet number U O U z } FEB 2 8 2018 'k 4mA F I Southold Too,n Cn Planning Board O N �+°: ' ` 4t—, :,• .Sii"� :,;:•.fit;.,.::., 10 '`'- •¢:.,: •�"F" .;_I'd N $:a :ase}' :^Ys-=°:.--'''+�.ti.'.;z,.'; w°,ay:. cam.•:-r- �_ �} �•'.a +..}6 v.:.+,4:�i,r:"•O«:ice ''z �titp..',^• ".,�.,a_G•�..?�t...�,�r,'•X';•gir`e`%MS"r-R^".,-.iii .b �, � 4 g -'• -rsy BEATTY • HARVEY • COCO A R C H I T E C T S , L L P NYC I LONG ISLAND I BALTIMORE 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester,NY 14607 585.324-0500 DWELLING UNIT: C2 DWELLING UNIT: A3 DWELLING UNIT: B5 DWELLING UNIT: A5 DWELLING UNIT: A3 DWELLING UNIT: C2 BEDROOMS: 3 BEDROOMS: 1 BEDROOMS: 2 2 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 3 civil engineer GROSS AREA: 1311 S.F. GROSS AREA: 765 S.F. GROSS AREA: 923 S.F. A4.04 GROSS AREA: 776 S.F. GROSS AREA: 765 S.F. GROSS AREA: 1311 S.F. LKMA NET AREA(HCR): 1265 S.F. NET AREA(HCR): 705 S.F. NET AREA(HCR): 863 S.F. NET AREA(HCR): 705 S.F. NET AREA(HCR): 705 S.F. NET AREA(HCR): 1265 S.F. 437&405 South Country Road 106'-3z" Brookhaven, NY 11719 14'-92" 18'-82' 39'-32" 18'82' 14'-9-2" 631.286.8668 m.e.p. &f.p. °d ° M/ E. E North Chestnut Ste et • ° .. d ° • d Rochester, NY 14604 ° • • ' • ° _ °�• ,a 8 ;', 585.288.5590 C? • • ° O N d • ° N structural engineer • d � Consulting Engineering • p 550 North County Road,Suite E ° • n Saint James, NY 11780 zo - ° °° < - 631.686.5234 ° s • d Izo 13'-5Z„ —` 12'-74" --,,� ® 9'-84" 10'S2" 12'74' 12'-7411 M�61 13'-5z„ r_______J II II 2'-0" L___________� ( I ' I ( I �_-______--_J rfT7 O P I O � 1 I I O I " " z )11 -- - ---�-I __-___ III I I __J II I i I La 1=0 ® I L-----------'' i° ----j re�II r7-If r----� NORTH w O P 'hio-•,. ✓ibin,f�:le..•.♦;.Nt:.ehiis�• '-�..••aY's4C:$b�.•`.s't'�[-dL9tsK£al4" I ----- � project I -' I cc VINEYARD VIEW -IN �- L_J r----------- -----------� �_� I I ci i r_______-_ _� r- -------- I Ch r -- I I I I Tim I I—1H- I I I I -- II II - = L---_J 18'-02- L 8'-02III -r i II`I Ii _- Rt7i LI [-----1 ,I iii i 2 X11 ---- j ---- t[) A4.05 ---- - --___________c I I I__ I III I I I IIJ ------------------- ----- ,� o ------ ° ------ Q`=� ----- ; ------ 11 seal o r------ 1 I " 2 0 ) ,I - - - , r------ i 2'0 ----- -I---------- ---� �- i------�I -II ----- Lill , �i I'------i -� �� �� �___ ----------'�- -D r------� ------ I �G -- -- ------ iii a ------ +I -- -- — — — ��ay��pREf�t� ----- `I JII III I II i II IJ� I _______l� ==-,Il IL I __ __ II ■ .�«.,��'�-t u / ------ n F7, I I�------7I � �.� � IL------'j � "t7�, '�C 142`Z" 0 • ------ I I II , -- --- • 1 O y`A I I - -------- II II 1 I ------ �r'j"♦�.f,z"�'.c�;ra�.s: �vr.:5t;; �ezr,.eL�Fei�..es::',>,e,.`i1.,'-�,_i,,es+�`„•o.�� ;,,..�,.'.,�c:� L-- -- i-- -- issued date description _- ---- _- _ _ 1 12/06/17 HCR Submission Ll _ __ ------ a 2 02/23/18 Site Plan Approval �u ------ ------ [Ell [V CV ` ' F71 ,d • . . 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':� •• •°`.-. .°� ` • • • � • y < • v •' r 117 0 • d . • ° ° d d . ,. a v. ..I ''�;rki�l.;+i'T�`:vbi:t'`et'r•,..:..�..iltr'..,.c�c.�i3a.•".r...r'S�.a'•mtYi.:�,,..as�»+:i:_w"r.,�.+'3 2'-0" 14'-92" 20'-Oz" 40'-7z' 20'-Oz" 14'-92" 2'-0" title Ir Ir Ir Ir Ir 114'-32" BUILDING C FIRST FLOOR 1 PLAN A4.04 1 FIRST FLOOR PLAN drawn by: MFS �-01SCALE: 3116" = 1'-0" checked by: --- scale: 3/16"= Y-0" a� project number: 10002 U scaled inc o sheet number FEB 2 8 2018 Som uthold Town m Planning BoardI U O 04 ter''•~.04 10 t y �.r•�JJ a5:�•e ff`1?.;v 3iL:.�ti>'�`�'��dw.,i.'✓_,°•Ir�'R`.��_d%r.'a'..'.;+'.r�!:'.2+. ,�;�' a BEATTY • HARVEY • COCO A R C H I T E C T S , L L P NYC I LONG ISLAND I BALTIMORE 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 DWELLING UNIT: A4 DWELLING UNIT: B6 DWELLING UNIT: A6 DWELLING UNIT: A4 BEDROOMS: 1 BEDROOMS: 2 2 BEDROOMS: 1 BEDROOMS: 1 civil engineer GROSS AREA: 835 S.F. GROSS AREA: 998 S.F. A4.04 GROSS AREA: 846 S.F. GROSS AREA: 835 S.F. NET AREA(HCR): 775 S.F. NET AREA(HCR): 938 S.F. NET AREA(HCR): 775 S.F. NET AREA(HCR): 775 S.F. LKMA 437&405 South Country Road 106'-32 Brookhaven, NY 11719 14'-92" 18'-82" 39'-32' 18'-82" 14'-92" 631.286.8668 m.e.p. &f.p. 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GROSS AREA: 1357 S.F. GROSS AREA: 1357 S.F. GROSS AREA: 1293 S.F. South Country Road A4.06 NET AREA(HCR): 926 S.F. NET AREA(HCR): 1260 S.F. NET AREA(HCR): 1260 S.F. NET AREA(HCR): 1247 S.F. Brookhaven, NY 11719 631.286.8668 67'-10" m.e.p. &f.p. 14'-92" 6'-8" 31'-7" 14'-92" M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 CN O III `V il,) 'ct O CV I III -- _ I M key 10 o jj ' IN IN ® 9'-83" `� 11'-03" 11'-03" `� ® 13'-52" 10'-0° 4 0 4 i 11 i i 4 0 2 II I III I I I I III I I II I I ------------ NORTH project II III M VINEYARD VIEW II II I III III I I III III I 1 —•ii 2 I I A4.07 A4C�A I.07 `!kms — ______ Q M 4 6 ��,L_____J — L_J —-- Li ______ I !9! c I L------� o0 O) VO II II ------- v r ---- ---- r---- ___--- __ seal n I n I Ir-- f—� ----- r------ Rip AR III I -- »E 0 OI ------ ------ I I 1k+(1i, II II _______ 142 ----� `L`�,yQ ---- I / El ------ issued date description QJ 1 12/06/17 HCR Submission (3 _____ 2 02/23/18 Site Plan Approval ED ° e e . 'e •• a. • . • ♦ '' ♦ ♦ . : '• , e• a .• e • . . , • .o •o __ • •e. e •ems tee, .. , v P 2'-0" 14'-92" 40'-3" 14'-92,1 -- 73'-10" titl,.,,.°>.� n-�;y;:.��.• ,,-;.�;�,�°�,.t=_� ,.�:.,�� e BUILDING D 1 FIRST FLOOR A4.06 ' PLAN 1 FIRST FLOOR PLAN drawn by: MFS A1.09 SCALE: 3116" = 1'-0" checked by: --- EL scale: 3/16"= 1'-0" N t project number: 10002 scaled inch o sheet number U O U m ILEB2 80% 0 2018 m Southold Town O Planning Board 4.# .' .a..,• •.s `.R,J k�!1e{^k 7�i4 -tA,:r'-j�'`'f's,sr';+ ate.t,.. +�>y.i,bh y� *h�,J.w.,.y.�,�,.; "}••. r... Vii. �` ,� ) ^ ft S.:.s ✓ y !'a - 10 .hi'.. BEATTY • HARVEY • COCO A R C H I T E C T S , L L P NYC I LONG ISLAND I BALTIMORE 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer DWELLING UNIT: B8 BEDROOMS: 2 2 43L���� 7&405 GROSS AREA: 1054 S.F. A4.06 South Country Road NET AREA(HCR): 1000 S.F. Brookhaven,NY 11719 631.286.8668 67'-10" m.e.p. &f.p. 14'-92" 6'-8" 31'-7" 14-0 M/E NoEngineering, th eerin�g,P.et Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 _ o CV o CV - ® I ( I Q 1 I ( I I key Z2 LOJ I 1 u II - III I I III -- 111 I I 11 I '------------' NOR_-__- --_-- I I o �' • flfl= __ ° project ON d 6 o P CV M VINEYARD VIEW II I -- 2 A4.07 r-----, -- -- i IL L-J -------- - ------- ______ L-----J C�/C r-----------, I ~II -------- -------- ------ ------ seal --- -- ISI ® ------ --- -- , �°a�AOR GP?Cf? ------ ------ iiI �. J < I I iA -------- ------ L — f • ... —_____ w ------ -- -- -- -- \ �'-y 21427 4 OP N�� :7771M=117.7-�'..vaf•�-'+";ti..,, �;r"xz:•ti -. :.8 issued date description 1 12/06/17 HCR Submission II I // \\ 2 02/23/18 Site Plan Approval DI L_J / \ Q \ / \ O O CV CV — 2'-0" 14'-92-"" 40'-3" 14'-92" 2,-0„ -- — title BUILDING D 1 A4.06 SECOND FLOOR PLAN 1 SECOND FLOOR PLAN drawn by: MFS A1.10 SCALE: 3116" = 1'-0" checked by: --- CL scale: 3/16"= 1'-0" project number: 10002 scaled inch Q .7 71! o sheet number U O a FEB 2 P 2018 m Southold own 0 Planning Board 0 t•��� rk€'r.£ Fid,.. "� 4(.^�4 FD CN 10 2 BEATTY • HARVEY • COCO A4.08 ARCH ITECTS , LLP NYC I LONG ISLAND I BALTIMORE 43'-0" 6-0" 24'-0" 13'-0" owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 III�I 585.324-0500 d civil engineer LYMA 437&405 + ° .• 4 South Country Road Brookhaven, NY 11719 •° 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 585.288.5590 o KITCHENETTE structural engineer TDM Consulting Engineering 550 North County Road,Suite E I Saint James, NY 11780 631.686.5234 I 0 in N COMMUNITY ROOM key C.) 0 v� m NORTH ro✓r!^y`_i+'7l..iir3n• "ttaeo-"' - "S,:aG•,.... ..bri project VINEYARD VIEW STORAGE M81 oo 0 o ti 10 of \yD OR'S FITNESS CLOS T CENTER MAINTENANCE seal 1 o ROOM ° 2 A4.09 L0 A4.09 �� ��pRE CQ ` D / kESTROZI{kt\ m: ` 2142 _{V CORRIDOR i E� WAITING/ RECEPTIONADA issued date description ADA -- W/D W/D D W W/D W/D 1 12/06/17 HCR Submission - -z, 2 02/23/18 Site Plan Approval i IQ LEASING ° o OFFICE o -- i LAUNDRY ROOM I VESTIBULE 0 o L� D • •a• d. .. A.6- 4 . • •° it) ta>-Fr. <.:.1.y.`:'wdt;aznT';✓.';f.'"< 7: ...�: .,6.=wtdS;Er ,yam. d title p .4 COMMUNITY 15-34' 12'-5Z" 15-34" BUILDING 43'0" FLOOR PLAN 1 A4.08 drawn by: MFS checked by: --- a 1 FLOOR PLAN scale: 3/16"= V-O" M.12 SCALE: 3/16"= 1'-0" project number: 10002 scaled inch Q o sheet number 0 U FEB 2 8 2018 ca Southold Town 0 Planning Board * 04 10 EXTERIOR MATERIAL LEGEND '• .v. ice.:.«.-.y.�•�'; >..a,,'y-,n'�.:v,, C14 01 HARDIE PANEL (COLOR:TBD) 02 1"x 2"HARDIE BOARD TRIM (COLOR:TBD) "W 4 U a zz 03 6-HARDIE PLANK LAP SIDING INFILL (COLOR:TBD) ALTERNATE MATERIAL=ALUMINUM SIDING 12"AZEK BOARD BASE TRIM (COLOR:TBD) 0405 r? •} `°= °' `Ud•. Z^;.•b 5if.�,ry15•"p'.:aP•,F43y•• �a;,. 4" HARDIE BOARD TRIM (COLOR:TBD) 06 6- HARDIE BOARD TRIM (COLOR:TBD) 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY • COC O ARCH I T E C T S , LLP 08 36'x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36'x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer D 11 72'x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Realty 12 2W2H 32"x 38'DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 Rochester, NY 14607 13 2W2H 32"x 60'DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 585.324-0500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer 16 4"PARGED CONCRETE LKMA 437&405 17 2"x 4-FYPON RAFTER TAIL South Country Road Brookhaven, NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 T.O.ROOF TRUSS RIDGE 19 FYPON DECK RAILING (MODEL:TBD) ELEV.+25-3" m.e.p. &f.p. Engineering, P.E. r 150 North Chestnut Street LU / I - Rochester, NY 14604 585.288.5590 17 structural engineer ui 1 - T.O.SECOND FLOOR TOP PLATE TDM Consulting Engineering 11 ELEV.+17'-8" 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 19 LIZ o8 i �;. -, r., •� 'I ; %�°:; .�' '�� /� 5 N w LL T.O.SECOND FLOOR SUBFLOOR _ 0 ELEV.+9'-6%" key 18 4 .f — 13 — - -- %: 'F41, co I ILE"" ,,,<,,, ;,; , ;' 16 NORTH 3i�.+`-:R""•a •Lw`.aKffi+.xa'�ra+:'.x:i,.'Y'''�?:l'��^"-..�..r'Lv,s'.�.%..''Z;.w;:.wt�«� T.O.FIRST FLOOR SLAB A. project ELEV.0'-0" VINEYARD VIEW seal VkF-,D �CrSORE 1 FRONT ELEVATION 'i A4.00 SCALE: 3/16" = 1 -0 -yj 21422 - _ - N�� T.O.ROOF TRUSS RIDGE OF j - — — — - — - - - - - ELEV.+25'-3" 7 �:i '`SKir.`.�r`:`a:d'a-'i'':"tJ:a''s;.k,.:.`.:m"+:•�:'z ^�..+rd•�d�.:u;e ,s`ci•: i - issued date description LLI - - - 17 _ 1 12/06/17 HCR Submission - - - - - - 2 02/23/18 Site Plan Approval "' L I I I IT.O.SECOND FLOOR TOP PLATE 13 — H H ELEV.+17'-8" 1 1 3t INSTALL FLOODLIGHT FIXTURE a. i ON SOUTH ELEVATION OF 13 ;, ; � ,. 1 � BUILDING N / t , UI DING 4&5 ONLY. O p _y= N C J N — _ T.O.SECOND FLOOR SUBFLOOR = o ELEV.+9'-6y8,, 10 4 PIN I U, 'yj ''"•1 - `v F- O titl - — / - - _4 16 T.O.FIRST FLOOR SLAB BUILDING A -- _� ELEV.0'-0" FRONT & REAR 11 ELEVATIONS drawn by: MFS checked by: --- scale: 3/16"= 1'-0" J ' N U N protect number: 10002 (�-2 REAR ELEVATION scaled inch _ sheet number 0 0 A4.00 SCALE: 3/16„ - 1 -0 0 U a rt7 I FEES 2 8 2018 mSouthold Town U C Planning Boar 10 EXTERIOR MATERIAL LEGEND ' ;�;i:;:�i;;a:-,,',i>�-�'��`'=t ^•,wi;.s•;,`-:.�s` .gym:-a;,:>�' 01 HARDIE PANEL (COLOR:TBD) 02 1"x 2"HARDIE BOARD TRIM (COLOR:TBD) 03 6"HARDIE PLANK LAP SIDING INFILL COLOR:TBD) ALTERNATE MATERIAL=ALUMINUM SIDING mak•' :=''" `A`'`te `.+Y 5`'',tr'ti>; 04 12"AZEK BOARD BASE TRIM (COLOR:TBD) _ '' a` '" _ " ;Y•'� 05 4" HARDIE BOARD TRIM (COLOR:TB ) *^'d J•"" a0.-p'YA-`q�^'r�y."•'rh.+:'^:,':;4Pil:{'�>�',}'p1 06 6" HARDIE BOARD TRIM (COLOR:TBD) 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY • COC O A R C H I T E C T S , L L P 08 36"x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Realty 12 2W2H 32'x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) Rochester,NY 14607585.324-0500 14 2W2H 36'x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer A/► 16 4"PARGED CONCRETE LKMA 437&40.5 17 2"x 4"FYPON RAFTER TAIL South Country Road 7 Brookhaven, NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.2.86.8668 T.O.ROOF TRUSS RIDGE 19 FYPON DECK RAILING (MODEL:TBD) -- - - Em.e.p. &f.p. ELEV.+25'-3" Irk/E Engineering, P.E. wC� 14 - S 1- 150 North Chestnut Street Rochester, NY 14604 585.288.5590 _ - USE ti � 17 _ structural engineer W SECOND FLOOR TOP PLATE TDM Consulting Engineering r — --- - — - — — — — — 13 ELEV.+1T 8" 550 Norfh County Road,Suite E Saint James, NY 11780 2 ' 6 631.686.5234 "{ ;: I I -; ! l 19 co M z li " LO 0 _ T.O.SECOND FLOOR SUBFLOOR N W LL — — _ ELEV.+9'-6%" keY 4 18 3 _ --- 16 l NORTH 1.... dr.�I' `S7a•i Rv,:✓` r�_:�=;�.:".. T.O.FIRST FLOOR SLAB project ELEV.0'-0" VINEYARD VIEW seal � QED A ORE C / 1 LEFT SIDE ELEVATION 0 �A 4 A4.01 SCALE: 3116" = 1'-0" s 'qt, 2142 �d T.O.ROOF TRUSS RIDGE OF N L ELEV.+25'-3" W issued, date description 14 1 12/06/17 HCR Submission 2 02/23/18 Site Plan Approval - /--'1T-O. SECOND FLOOR TOP PLATE ELEV.+17'-8" 19 � oo M o oa 5 T.O.SECOND FLOOR SUBFLOOR N W 0 — — — _ 0 ELEV.+9'-6%" 18 4 Elf co - - - i title I - 16 BUILDING A T.O.FIRST FLOOR SLAB ELEV.00" LEFT & RIGHT SIDE INSTALL FLOODLIGHT FIXTURE ELEVATIONS ON SOUTH ELEVATION OF BUILDING 4&5 ONLY. drawn by: MFS checked by: --- IL scale: 3/16"= 1'-0" N project number: 10002 ('2--NRIGHT SIDE ELEVATION scaled inch 0A4.01 SCALE: 3/16" = 1'-0" sheet number U O U 0 FEB 2 8 2018 C O n Souti)old Tow Plannina Board 00 1 �� �m� AA1 O 10 EXTERIOR MATERIAL LEGEND : _ : =i µ 01 HARDIE PANEL (COLOR:TBD ~•)r�•�;m. �`.�:'Y- xwv; �• ) `'.N "?= { 02 1"x 2"HARDIE BOARD TRIM (COLOR:TBD) a 3 t i 03 6"HARDIE PLANK LAP SIDING INFILL COLOR:TBD ALTERNATE MATERIAL=ALUMINUM SIDING `' tri:+'`'t' 1v�'•' 'w A "�i .'`' 04 12"AZEK BOARD BASE TRIM COLOR:TB fes+` 05 4" HARDIE BOARD TRIM (COLOR:TBD) -6"✓',,:'��,"{�"».;. i �:..:?"-fit'd`°.":.i;•'�... 06 6" HARDIE BOARD TRIM (COLOR:TBD) 07 ASPHALTICOMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY • COC O A R C H I T E C T S , L L P 08 36"x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Beatty 12 2W2H 32"x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) Rochester, NY 14607585.324-0500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer y /� 16 4"PARGED CONCRETE LKMA 437&405 17 2"x 4"FYPON RAFTER TAIL South Country Road Brookhaven, NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 19 FYPON DECK RAILING (MODEL:TBD) m.e.p. &f.p. M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 585.288.5590 T.O.ROOF TRUSS RIDGE ELEV.+25'-3" structural engineer TDM Consulting Engineering Lu 550 North County Road,Suite E 7 Saint James, NY 11780 W 17 00 T.O.SECOND FLOOR TOP PLATE ELEV.+17'8" 6 1 f. 777 1 2 -� k Y 1 9 : 1 „ � � M I Z I� d fF id 10 I <>r i` LL 'I' I o 0 „a I s N S E COND FLOOR SUBFLOOR 0 T.O.S— — ELEV.+g'-68” 18 __ 4 NORTH a I 13 3 I;. ro'ect 3, 1 L' p 1 3 f%II v� a I I ; ; VINEYARD VIEW i I� +I 3 �I 16 T.O.FIRST FLOOR SLAB ,N ELEV:0'-0" seal ��p'ED Apc seL ..... f fiOF 42'� 1 FRONT ELEVATION OFF A4.02 SCALE: 3/16" = 1'-0" issued date description 1 12/06/17 HCR Submission �Y _ _ rt T.O.ROOF TRUSS RIDGE _ 2 02/23/18 Site Plan Approval ELEV.+25-3" Lu : I 1 7 T.O.SECOND FLOOR TOP PLATE 0:3F ,F ' -- ------ -- - — ELEV +17'8" 'I„ I 6y, I l� I 2 I I , j: F I , v„ i , a„ r 1 it I771, I I: 61 1 1 F 1 j I– h-,r rs 1 " Z r- i� L -J v 1 LIU- I I I s N 1 1al a,- 1 i � "g, - _ T.O.SECOND FLOOR SUBFLOOR = ..___ ......- - v 1[ T T 0 -- ELEV.+9'-63/" 4 title I BUILDING U I IN B FE I i - 3 li „ ,I {af I' M i cfl I, ; .I Imo. 19 r"a i:,% 1 ®NT REAR � ,I 4 I I / I - i— I I i : I : °I 1 I ✓< ,f 18 16 ELEVATIONS T.O.FIRST FLOOR SLAB ELEV.0'-0" 11 9 drawn by: MFS checked by: --- CL scale: 3/16"= 1'-0" N t U project number: 10002 U scaled inch Qsp -� o sheet number U O U m } 10, 2 REAR ELEVATION FEB 2 8 2018 A4.02 SCALE: 3116" = 1'-0" Southold Town p Planning Board A40U2 10 EXTERIOR MATERIAL LEGEND 01 HARDIE PANEL (COLOR:TBD) 1-x2-HARDIE BOARD TRIM (COLOR:TBD) 02 03 6"HARDIE PLANK LAP SIDING INFILL (COLOR:TBD) ALTERNATE MATERIAL=ALUMINUM SIDING 04 12"AZEK BOARD BASE TRIM COLOR:TBD '°��.:' 05 4" HARDIE BOARD TRIM (COLOR:TBD) 06 6" HARDIE BOARD TRIM COLOR:TBD 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY • COC O A R C H I T E C T S , L L P 08 36"x 82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBG) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Realty 12 2W2H 32"x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER Rochester, NY 14607 TBD) 585.324-0500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer LK 16 4"PARGED CONCRETE LKMA 437&405 17 2"x 4"FYPON RAFTER TAIL South Country Road Brookhaven,NY 11719 1$ FYPON COLUMN (MODEL:TBD) 631.286.8668 T.O.ROOF TRUSS RIDGE 19 FYPON DECK RAILING (MODEL:TBD) ELEV. m.e.p. &f.p. LEV.+25'-3 WE Engineering, P.E. �W j-j I 150 North Chestnut Street i Rochester, NY 14604 _ � T-- 7 7 585.288.5590 � _ , j ; , structural engineer Lu j.. T.O.SECOND FLOOR TOP PLATE TDM Consulting Engineering — 550 North County Road,Suite ELEV.+17'-8" Saint James, NY 11780 2 5 i 631.686.5234 i' 1 7 19 co N 00 5 N W W — — — FT1 T.O.SECOND FLOOR SUBFLOOR _ ELEV.+9'-6%" key 1y 3 ` ;' ; 18 4 rn 16 NORTH ' �•;�' "`'oi�:,C.rya'�.,.:+ra,;r�'.�s�e�.i:..��"s1.€;f�``'•§.(�',:z:�.�..'2"t��a`''`.��;:;ra:;1� " T.O.FIRST FLOOR SLABAproject ELEV.0'-0" VINEYARD VIEW seal t i1F-D Ape 1 LEFT SIDE ELEVATION A4.03 SCALE: 3116" = 1'-0" " 1 s� 0 142` yp�� _ T.O.ROOF TRUSS RIDGE fi OP N ` ELEV.+25'-3" c� I,,,, / 7 issued date scri ion Lu 14 1 12/06/17 HCR Submission 17 2 02/23/18 Site Plan Approval d T.O.SECOND FLOOR TOP PLATE ELEV.+17'-8" 19 y 1 U- 0 0 13 ;� - ---- 5 I C, ME T.O.SECOND FLOOR SUBFLOOR _ 0 J.. .. — — — ELEV.+9'-6 , 4 ' — 18 ;,° ie; ! title - 16 ( 1 T.O.FIRST FLOOR SLAB BUILDING B ELEV.0'-0" LEFT & RIGHT SIDE ELEVATIONS drawn by: MFS checked by: --- CL scale: 3/16"= 1'-0" J N a� project number: 10002 r2-" RIGHT SIDE ELEVATION j scaled inch a A4.03 SCALE: 3116" = 1'-0" sheet number U O U 0 a FEB 2 8 2018 Southold Town O Flannin� gB_ °ard 10 EXTERIOR MATERIAL LEGEND '�` =��;.,��� ���r`✓a:.e:��'�'"`�:�_'� '— 01 HARDIE PANEL (COLOR:TBD) ? m a.r 1"x 2"HARDIE BOARD TRIM (COLOR:TBD) ` '�' 02 ' �•iJq.�t`:.`Lti:�.'!' '*.^ -',A 03 6"HARDIE PLANK LAP SIDING INFILL COLOR:TBD ALTERNATE MATERIAL=ALUMINUM SIDINGr4 } ti„, 12”AZEK BOARD BASE TRIM (COLOR:TBD) 04 -.fir•...t'•1;.. ;4 � ��yY:..`-Y-R`:��'��,•.."''4p""`.. rt"t`.V"Lr,'a�,;V.�td:�.�"3i �i:x'�•Y. .:.e-?^;iti�.. 05 4" HARDIE BOARD TRIM (COLOR:TBD) `�v�'y�+E`,'V`•'_�r;�'.E'at:.,y:.',�'Y,u.til,qe'."+'s,`='�:~�:t„Y1� 06 6" HARDIE BOARD TRIM (COLOR:TBD) 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY • COC O ARCH I T E C T S , LLP 08 36"x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Realty 12 2W2H 32"x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 607 14 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TGC) Rochester,585NY NY 14500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer LK 16 4"PARGED CONCRETE LKMA 437&405 17 2"x 4"FYPON RAFTER TAIL South Country Road Brookhaven,NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 19 FYPON DECK RAILING (MODEL:TBD) m.e.p. &f.p. M/E Engineering, P.E. 150 Norih Chestnut Street Rochester, NY 14604 585.288.5590 _ T.O.ROOF TRUSS RIDGEvV _ ELEV.+25'-3" structural engineer LLJ TDM Co Consulting Eng' ser e� j Saint James, NY 11780 orth — 7 ;� 631.686.5234 Lu 17 _ T.O.SECOND FLOOR TOP PLATE -- - - ----- — ELEV"+17'-8" INV -- - ,r ,r- 6 I ,s ,k. I, I; ,I a" >y „a k W� e d s. I �r / 1 r. ;h ; r I' M t I I II z I ,I LL 7p' I' ;I 00 ALL= t .i ���' N N w L _ T.O.SECOND FLOOR SUBFLOOR _ - — — - - ELEV.+9'-6I 18 ------_ _ 4 � NORiH I� 3 El pro"ect 1 jF 3' j M : T ..� F71 ,... L / i j 4 VINEYARD VIEW ,1 Hi r -- LAW -- - - - - - - 16 T.O.FIRST FLOOR SLAB ELEV.0'-0" seal �,\-AED Aqc C7 F� C � }{ a OZ142� Q 1 FRONT ELEVATION OFNc`�'I� A4.04 SCALE: 3116" = 1'-0" issued date description 1 12/06/17 HCR Submission T.O.ROOF TRUSS RIDGE _2 02/23/18_ Site Plan Approval d 7 UJIr � 2 – W — — L- T.O.SECOND FLOOR TOP PLATE Al— _- =T - — - — ELEV. 17-8 771 .. 19 I j I I I „ a'b L s3 i hE 9 n 19 I` , I ; i qI 3 Z A — j LL I f N 1 , oa N W g18 — T.O.SECOND FLOOR SUBFLOOR :3c _ - — — ELEV.+9'-6y8,, :�.,.. v.,. <, s�'h•._. � , r 'a' ; e g13 4 title 777BUILDING C I r -- ,r. FRONT, ' 3 ® REAR 1 1 a ,r.,, ,.✓/r SII �;�. 7 :j 1 I is l E LEVATION S T.O.FIRST FLOOR SLAB ELEV.0'-0" 16 drawn by: MFS checked by: --- IL scale: 3/16"= Y-0" U project number: 10002 scaled inch Q o sheet number 0 U Z 2 REAR ELEVATION FEQ 2 8 2018 �. 4SCALE: 3116" = 1'-0" Southold TownA 4 0 '#Ow Q s� Planning Board 4 10 EXTERIOR MATERIAL LEGEND "y=' 01 HARDIE PANEL (COLOR:TBD) �:� 02 1"x 2"HARDIE BOARD TRIM (COLOR:TBD) y :J; ' 03 6"HARDIE PLANK LAP SIDING INFILL (COLOR:TBD) ALTERNATE MATERIAL=ALUMINUM SIDING 04 12"AZEK BOARD BASE TRIM (COLOR:TBD) 05 4" HARDIE BOARD TRIM (COLOR:TBD) �ti': 06 6" HARDIE BOARD TRIM (COLOR:TBD) •.'�4y:Prit��a; _, , 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY • COC O ARCH I T E C T S , Li P 08 36"x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82-METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Realty 12 2W2H 32"x 38-DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 607 14 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) Rochester,585 NY NY 14500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer �/!� 16 4"PARGED CONCRETE LKMA 437&405 17 2"x 4"FYPON RAFTER TAIL South Country Road Brookhaven, NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 T.O.ROOF TRUSS RIDGE 19 FYPON DECK RAILING (MODEL:TBD) ELEV.+25'-3" m.e.p. &f.p. 7 WE Engineering, P.E. LUU' 150 North Chestnut Street Rochester, NY 14604 585.288.5590 cl 17 structural engineer U-1 T.O.SECOND FLOORTOPPLATE T®M Consulting En�ineerin 2 — — — — - — — - — 550 North County Road,Suite ELEV.+17'-8" Saint James, NY 11780 IV za �— 631.686.5234 1 %, j 13 co 006 a t- 0- 4 - j q - T.O.SECOND FLOOR SUBFLOOR w N — LL _ 18 ;;z-- — IL —H I — — = ELEV.+9'-68" key 5 8 g16NORTH Elm- v... T.O.FIRST FLOOR SLAB project ELEV.0'-0" VINEYARD VIEW seal DA 1 LEFT SIDE ELEVATION 4:" A4.05 SCALE: 3/16"= 1'-0" 7 T.O.ROOF TRUSS RIDGEIdol — — - — — ELEV.+25'-3" 14 issued date description i�hY:t=n3.- •"na..*°tfa�'1+`...�{�:�ietillJ..:r6.t:a. -..• .X".°"s Lu -1 - - 17 _ 1 12/06/17 HCR Submission 2 02/23/18 Site Plan Approval LU 2 `L T.O.SECOND FLOOR TOP PLATE -- - — 71 7LrLFL=r=LI ELEV.+17'-8" -- — � ! II 1 19 13 r % l b z '` " 4 N 0 0 baa 1�. f-- o 0 � - T c�ZF ;, w ����---,_ - - — T.O.SECOND FLOOR SUBFLOORAk = oo sem._-.�- - — - — _ ELEV.4-63/8" 18 18 ----- -- 5 - "a, -i% j { �' ' z 3 ";at`o-:.: "'.'.'v. `.::->�au v.ti,: ,:✓d: ...,. title " i - 4 T.O.FIRST FLOOR SLABB U I L D I N G C ELEV.0'4" - LEFT & RIGHT SID E 16 ELEVATIONS drawn by: MFS checked by: --- CL scale: 3/16"= 1'-0" a- U project number: 10002 U 2 RIGHT SIDE ELEVATION scaled inch Q . ,. ,. '. U A4.05 SCALE: 3/16" = 1'-0" sheet number O U } FEB 2 8 2018 0 m 0 Southold Town Planning Board 4L A h o EXTERIOR MATERIAL LEGEND a k'. 01 HARDIE PANEL (COLOR:TBD) 3 vx� a's 02 1"x 2"HARDIE BOARD TRIM (COLOR:TBD) 03 6"HARDIE PLANK LAP SIDING INFILL (COLOR:TBD) ALTERNATE MATERIA =ALUMINUM SIDING L A 12"AZEK BOARD BASE TRIM (COLOR:TBD) 04 05 4" HARDIE BOARD TRIM (COLOR:TBD) 06 6" HARDIE BOARD TRIM (COLOR:TBD) ��' _;G`;? _ ? 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY - COC O A R C H I T E C T S , L L P 08 36"x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER-TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Reoliy 12 2W2H 32"x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TDD) 1000 University Avenue Suite 500 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) Rochester,NY 14607585.324-0500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBC) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer 16 4"PARGED CONCRETE LKMA 437&405 17 2"x 4"FYPON RAFTER TAIL South Country Road Brookhaven,NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 T.O.ROOF TRUSS RIDGE 19 FYPON DECK RAILING (MODEL'TBD) - - - - - - - ELEV.+25'-3. m.e.p. &f.p. - _ - - M/E Engineering, P.E. — _ W , 150 North Chestnut Street Rochester, NY 14604 T'/ - - - - - - - 7 '� 585.288.5590 ti - 17 _ structural engineer W T.O.SECOND FLOOR TOP PLATE T�P�! Consulting Engineering 550 North County Road,Suite E ELEV.+17'-8" Saint James, NY 11780 6 j 631.686.5234 2 3 19 60 p�l 3- I ✓ n� / map z � I »,. I I. N : l I I ,- a : I ' 5 N CD - T.O.SECOND FLOOR SUBFLOOR _ 0 - - - ELEV.+9'-6%" key 1813 4 Cn z' I - — 4 16 NORTH �k..,aY :.�,..i�=�s3JFx'' •"�.�;Y;:..:�ii..F' �r„' ':'i w.:..t�'._. •rev.._ T.O.FIRST FLOOR SLAB project ELEV.0'-0" VINEYARD VIEW seal _D AfiC OR 1 FRONT ELEVATION � A A4.06 SCALE: 3/16" = 1'-0" - - `' `5�1, OJ?t 422' OFN - - - - — TRUSS RIDGE _ _.. is [ y - - OFELEV.+25'-3„ _ _ T 0 ROOF .i I [ I I I _ _ _ I I I f 7 issued date description I I 14 1 12/06/17 HCR Submission _ �.,...T TIT, I_ LLJ 13 — — — — — T.O.SECOND FLOOR TOP PLATE ELEV. 17-8 I I 2 I. f % :.j:. I, II' �. _ i I 9 '� l oJ CID j 5 _ — — — T.O.SECOND FLOOR SUBFLOOR------------- I ELEV.+9'-6%" -- 4 title Y' t[ E 'ill I 'd f- t../ i i :z p: 4 ' : •i,:...; � "�,: -'. ., r.. . ,, � `"+�. ..-+.f�_.ic..:,�::'..w.:.rir-»=:uZ,.vt'ttil.e-.�..».....-u!:t.4.:Y.:t.'.:::s��"�?-,.aicq,,. „ E, - ----- - - ---- 16 I ' T.O.FIRST FLOOR SLAB BUILDING ELEV.0'-0" FRONT & REAR ELEVATIONS drawn by: MFS checked by: --- E scale: 3/16"= 1'-0" N project number: 10002 2 REAR ELEVATION scaled inch A4.06 SCALE: 3116" = 1'-0" sheet number 0 U a p FEES 2 811110 2018 O Sout— innirIg ..3 o EXTERIOR MATERIAL LEGEND 01 HARDIE PANEL (COLOR:TBD) F .S 1'Gi �j '.? 02 1"x 2"HARDIE BOARD TRIM (COLOR:TBD) 6"HARDIE PLANK LAP SIDING INFILL (COLOR:TBD) ALTERNATE MATERIAL=ALUMINUM SIDING ',-r'L�;.".;r,M,r• } •y''�`r'. �'�,•`.;``�i` ''2 04 12"AZEK BOARD BASE TRIM (COLOR:TBD) 05 4" HARDIE BOARD TRIM (COLOR:TBD) '«"` ' 066" HARDIE BOARD TRIM (COLOR:TBD) ,��_]rt'A`';.�".°•r:�,:�t�t,rie.';a�v'r',�de.�,-: b�_y\.A�Jw.. �� 'Ny'. ..F�yta•J:i�.'Rr.c, �,�� 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y - HARVEY • CCC O A R C H I T E C T S , L L P 08 36"x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Realty 12 2W2H 32"x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 607 14 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) Rochester,585 NY NY 14500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer LK /� 16 4"PARGED CONCRETE LKMA 437&405 17 2"x 4"FYPON RAFTER TAIL South Country Road Brookhaven,NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 — T.O.ROOF TRUSS RIDGE 19 FYPON DECK RAILING (MODEL:TBD) 7 - - m.e.p. f.p. ELEV.+25'3. & - - ci 1111/E Engineering, P.E. w 150 North Chestnut Street 14 T ochester, NY 14604 /; — � 585.288.5590 Lu 17 - - - � structural engineer T.O.SECOND FLOOR TOP PLATE TDM Consulting Engineering ELEV.+17'-8" 550 North County Road,Suite E Saint James, NY 11780 19 rv „ 1 ,I Z '4. � 0 5 r, 13 N U- a - - .sa, --- �, w ,� — T.O.SECOND FLOOR SUBFLOOR ,` _ — — ELEV.+9'-63/8" IV key 4 6 3 4 16 NORTH T.O.FIRST FLOOR SLAB project ELEV.0'-0" VINEYARD VIEW seal ttv p�CRE 1 LEFT SIDE ELEVATIONS °�, � A4.07 SCALE: 3/16" = 1'-0" 21422 p� _ T.O.ROOF TRUSS RIDGE p N Z l _ ELEV.+25'-3" 12 L _ _ 7 issued date description LLJ — - - -1 14 1 12/06/17 HCR Submission - - - 2 02/23/18 Site Plan Approval 17 --- - w T.O.SECOND FLOOR TOP PLATE - - — - - - - - - - - - ELEV.+17'-8" Ell - - � u> 19 . ; 1 BLL 13 M 5 040 T.O.SECOND FLOOR SUBFLOOR Lu — — — Ah - — — - ELEV.+9'-6y8,, 6 4 4 s .•f title �'•' • '�:; ., x .� �.. ,� ,. ._,�. 16 (` BUILDING D T.O.FIRST FLOOR SLAB ELEV.0'-0" LEFT & RIGHT SIDE ELEVATIONS drawn by: MFS checked by: --- scale: 3/16"= 1'-0" N U project number: 10002 2 RIGHT SIDE ELEVATION scaled inch 0A4.07 SCALE: 3/16" = 1'-0" sheet number U O FEB 2 8 2018 0 Southold Town Planning Board If � '"�':act" S". 5'�'.•. EXTERIOR MATERIAL LEGEND COLOR:TBD yr.. e17-;t] 01 HARDIE PANEL ( ) C y,7y •^'� s, Y 5�, -�' 02 1-x2'HARDIE BOARD TRIM (COLOR:TBD) 4 03 6"HARDIE PLANK LAP SIDING INFILL (COLOR:TBD) ALTERNATE MATERIAL=ALUM!NUM SIDING :', far;:' ' +4`:'`y„zy"p" '''• . y .moi�•,-ki' y:x^ ',:::.5,;��.s-:�'7 04 12"AZEKBOARD BASE TRIM (COLOR:TBD) ,-`: t �.gy � "Y 05 4" HARDIEBOARDTRIM (COLOR'TBD) �4'�R"r�.i:�µ�n�"''t 44.�.fe•S4y��t'.e��•,,�'S Z..' 06 6" HARDIE BOARD TRIM (COLOR:TBD) '?y '” .;. ' a.-'• �.:y � .:':¢s:"�i"°�rte" 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBD) B E A T T Y • HARVEY • COC O ARCH I T E C T S , LLP 08 36"x 82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 p: (631)300-1010 f: (631)300-1011 10 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TSD) Conner Realty 12 2W2H 32"x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTUR=R:TBD) 1000 University Avenue Suite 500 �— 13 Rochester, NY 14607 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 585.324-0500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer ■�/� 16 4"PARGED CONCRETE LKMA 437 &405 17 2"x 4"FYPON RAFTER TAIL South Country Road Brookhaven,NY 11719 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 19 FYPON DECK RAILING (MODEL:TBD) m.e.p. &f.p. T.O.GABLE ROOF RIDGE l 0 Norrtth C�hestring, �ut St Street cl ELEV.+22'-6" Rochester, NY 14604 ,L \ 585.288.5590 wc� T.O.GABLE ROOF TOP PLATE structural engineer — — — TDM Consulting Engineering - — — — ELEV.+18'-4 4" 550 North County Road,Suite E Saint James, NY 11780 711 631.686.5234 10 0 LL- z 18 2 00 N N N ; mi 12 1 _ 0 6 — T.O.SHED ROOF TOP PLATE , key ELEV.+8'-0%" EIJ ❑ 4co I ITT 0 16 NORTH 9,,y,�' '..::C'�o:;. _t,.v "C:t�..i_;u.-•�a.::�'i::a.::..''-:`..'�,�'�"i:;.i,:.e`�'�ti�:+nis T.O.FLOOR SLAB project ELEV.0'-0" VINEYARD VIEW seal 1r OF311 jam 1 FRONT ELEVATIONgtj A4.08 SCALE: 3/16" = 1'-0" x t 02142 p �Ofi NE�1� ==117=7::C r'iL..,ar;,il°'ts`w,".:afr«f'.cy:Ric-1 T.O.GABLE ROOF RIDGE ,` issued date description ELEV.+22'-6" Lu 1 12/06/17 HCR Submission 2 02/23/18 Site Plan Approval UJ — _ _ — — T.O.GABLE ROOF TOP PLATE ELEV.+18'-4 4" 10 12 0 z 2 O 6 6 N 0 N N W !E1 18 = o T.O.SHED ROOF TOP PLATE Ak ELEV.+8'-0Y2" — 5 i 5 4 �7-Fm ❑ _ 4 \ - . .; o { co title 16 TT — — — 16 T.O.FLOOR SLAB COMMUNITY ELEV.0'-0" BUILDING FRONT & REAR ELEVATIONS drawn by: MFS checked by: --- scale: 3/16"= 1'-0" project number: 10002 2 REAR ELEVATION scaled inch ° A4.08 SCALE: 3/16" = 1'-0" sheet number 0 z Q FEB 2 8 2018 Southold own 0 Planning Board A4400b FD 04 10 EXTERIOR MATERIAL LEGEND N 01 '".Rk"`` aaCaai_ t"��;.�,t•. ;t'""x'.e.:� t;;^.;. HARDIE PANEL (COLOR:TBD) 02 .,Af 1'x 2"HARDIE BOARD TRIM (COLOR:TBD) g 03 6"HARDIE PLANK LAP SIDING INFILL (COLOR:TBD) ALTERNATE MATERIAL=ALUMINUM SIDING A r.•,yti; .:. =; icw`%;r •, ��+?• 04 12"AZEK BOARD BASE TRIM (COLOR:TBD) ,�.a'• c " y ag } vx Y (,fi'''r .t.y4.,�K�`^tz..•.,,+p.'�f+'.�";"�9 z.+•kir'..,t. •15"T- ..•'9'1�s+�ar c_Y re'.k._s;.a� %�., `;� 05 4" HARDIE BOARD TRIM (COLOR:TBD) 9 "''°,r`'3 -'ti.,• �T y:a ;=s ?{�qi 06 6" HARDIE BOARD TRIM (COLOR:TBD) -e,:,,k`�.'�zR;z:;,;fr,�:;c�.,,�.,.•^` � �a,...:,'��Y� 07 ASPHALT/COMPOSITION SHINGLE ROOFING (COLOR AND MANUFACTURER:TBI)) B E A T T Y • HARVEY • COC O ARCH I T E C T S , LLP 08 36"x82"DOOR WITH VINYL FRAMING (COLOR AND MANUFACTURER:TBD) NYC I LONG ISLAND I BALTIMORE 09 36"x 82"METAL DOOR (COLOR AND MANUFACTURER:TBD) 325 Wireless Boulevard, Hauppauge, New York 11788 10p: (631)300-1010 f: (631)300-1011 72"x 82"FULL LITE DOOR WITH VINYL FRAMING (MANUFACTURER TBD) owner/developer 11 72"x 82"FULL LITE SLIDING PATIO DOOR WITH VINYL FRAMING (MANUFACTURER TBD) Conifer Realty 12 2W2H 32"x 38"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 1000 University Avenue Suite 500 Rochester, NY 14607 13 2W2H 32"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 585.324-0500 14 2W2H 36"x 60"DOUBLE HUNG WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) 15 2W2H 32"x 36"PICTURE WINDOW WITH VINYL FRAMING MANUFACTURER:TBD) civil engineer 16 4"PARGED CONCRETE LKMA 437 &405 17 2"x 4"FYPON RAFTER TAIL South Country Road p Brookhaven, NY 11719 7 18 FYPON COLUMN (MODEL:TBD) 631.286.8668 19 FYPON DECK RAILING (MODEL:TBD) m.e.p. &f.p. _ 15 T.O.GABLE ROOF RIDGE �1 0 E orrtineerin(�th Chesl-nu{Street T= ELEV.+22 g Rochester, NY 14604 Lu s = - - - - - - - - TA.GABLE ROOF TOP PLATE structural engineer — — — — — TDM Consulting Engineering ELEV.+18'4%" 550 North County Road,Suite E 7 g "> 6 > �`� � ,.� ;; Saint James, NY 11780 631.686.5234 12 2 L - -- -- z 1 s - --s- -- T ME 18 - � l - - - - - - - cli LL. - - - - - - - - - - - - T.O.SHED ROOF TOP PLATE ,` ey -- — — — — ELEV.+8'-0%" 5 -- o -FTco 16JT T-T4 NORTH 6L�- °'..a�iau=,�5�;s.--"�=''•;Sti.. i.'"':i'�ey'.h..e�`�3",rs4-`i....«� T.O.FLOOR SLAB project ELEV.0'-0" 16 VINEYARD VIEW seal V�Ep � C 1 LEFT SIDE ELEVATION tc,\�, ORE 0lT�� A4,09 SCALE: 3116" = 1'-0" + ;.:,, 021 2 Lo N�� 7 J1:.'.`.;t::>`.s�,r�`�ue'v.us'�'.•t_w: ,:2.s�°ti:::a-ic"�.G.`zy; � T.O.GABLE ROOF RIDGE issued date description 15 1 12/06/17 HCR Submission — 2 02/23/18 5 _ _ _ T.O.GABLE ROOFTOP PLATE Lu - - - - - - - > ELEV.+18'-4 4" 12 - - - - z1 - - - - - z - LLo - ; � 2 - _ - - - - - - 18 N = O18 - - T T.O.SHED ROOF TOP PLATE ELEV.+8'-0%" 5 5 4 _ it 4 0oii ,7-,saw tis an, t%twa3 -.., mSa Ya aT== sai title 16 16 T.O.FLOOR SLABC® IVB U N I TY ELEV.0'-0" BUILDING LEFT & RIGHT SIDE ELEVATIONS drawn by: MFS checked by: --- CL J scale: 3/16"= 1'-0" N U o project number: 10002 2 RIGHT SIDE ELEVATION scaled inch ° A4.09 SCALE: 3116" = 1'-0" +.�.�'.._. sheet number 0 U g FEB 2 8 2018 C Southold Town U Planning Board A OUY