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Site Plans Revised 12/2018
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'Jf.,�� ;��L- I �, I�1'1 ","i�"-, f I- - �, , - "yj ,:-, , I I 1'1'11,�', ,,,,"-,,�,,,-�!V�?,;�,-! ,--,- ,��� 4) 1� V, ""'O , � �,,�,�, ,$`f I 111t�,�'-J,v , 11 , - " !�q , g,-.;je---�4-��,' ""I'll , , , It.111/ � ,� ,," .,,,�v�",> , .1 �',.�1 , - 11! �!t;�,t� ,,,i6;,', ,,,, ,%,� &,,� "", �, 'X'���,r",4, , 11 - � , 14�'<� 01,4- , � 0� , , ,, ;� ��;.';","m ;,,"V, I - �1 " " ,,,, , 'W-,,'�,,�",7,7�/�"",",-"",', / � - � " �1, -!�'IZ,�� - �,,,, ,� ,��,,','�;�,"Z�- ,-W, -,%Z:P 'i ",' ' , t' -�j' A- -%-,�- - - -�,,-�.,�-; 'VP�1` ,A,-, , , 'Y'il*-'--��""'����"""�",/�//��-,�",��/,�,,,'�,', "'�;'�/"tlh"/,M, � " ": , � , � ,,, I A1.06 BUILDING C FIRST FLOOR PLAN I ,,:`I"Ill'�",/��,,�,,�!",/,�I'l""I'�- `11��,�/�- , 0 ---�, . ,; .I " ,�,,`,�,�17 ,"r,g �-,, ��t:�"�;'-;"�!",:���. ,� !,,,�,�,",�:,"",�,�� ,-,j,, �.-',�,:,��,--, --, �911 , �:,� - . - -, . 4� , - - - r, , , 0 ,� , , .. -j, ,,, T w"t, , ,i, �1- �j" 3 , ,,,7P, ;-:,,,, � '11� I �� 16� �� , , ft , , , , " 2 - 3 �,CX2;�, ; � , ,.f� ,� ,� , , , ,� , ;1 " , a .:;�h'/' " /, .i��,; , , -:, , � 4 1 ,/,1. I/ ;0,�� ,��",1-��' , , -, � , Z��"/, " , , �,,� ):111A = � �/ � - ," , '40, 1/7z�, , !.",Ak'74"(,",,-"� ," ,; ", ", 1 ,��, ,�;, � , ", � ",,:,"",,,�` , , ,,,,,;,,, ,,�5 , " , � ,�, , - -4 - ;� 0 - 11 , i - , ,, , �!,',,,�',`�,,; , A1.07 BUILDING (" SECOND FLOOR PLAN - V 0 0101) , , , " " � , ""'',�4Av� " ., ,S7 W ,, I , - *.'11 , , , ", - I , ftl- . - , - �i,,�-�,,�x*",,,, �,�,,,�,,,�,',0�,',`,`�,�,,',,,"'��-�," , ��"11-��`,�,I�,I'll,11�,�,'-z,-9�4iz,Z,,,,- 1 3-05-18 CORRECTED SHEET UST TABLE I-- k,/ ,,, , ;" ", , "I"! " - I I,;,,�,1�. ,��,"i-�"", ;:*,5",�,,,,,*,,, .,��.,-!�;�, - 4�41p",�t.,,,,k-, �,,��',I,�p,:"'r -�,-,,'�,'SII-Jn,L,�f,Z; 41 ,��i,�. -,- "�,,v,,, 1, 1,""� 'N'."" � I I , ,ji- A1.09 BUILDING D FIRST FLOOR PLAN ,�, "". �t�'; "I'�,-�a0l,t�-*'J'' , , , ,"1,��,��,' I�,-�,, , W,"I" , , ,$,"," � i `�-" -/4 , � -- ,�, I . " , ,�,,,,;- / /, , , -/�-";V- , � ", -!"':", L11 ", *�- ; , ". -, �� --_ -,.,,, , ,-,��.", 2 ,,�, , , f,"'tt",W�i�f-',`?,�-�," -i�-�-A,'*,`, :-'' 3-26-18 ADDED OPE SPACE PLAN 0 . 1_111;� �--, , , � - A1.10 BUILDING D SECOND FLOOR PLAN - LI 3 7-19-18 2005 WETLAND DELINEATION LJ- Al.1 2 COMMUNITY BUILDING FLOOR PLAN n . . 4 12-7-18 ADDRESSED 10-2-2018 1 . CONSTRUCTION PLANS FOR A4.00 BUILDING A FRONT & REAR ELEVATIONS TOWN COMMENTS 0 5 12-10-18 ADDRESSED 10-2-2018 0 A4.01 BUILDING A LEFT AND RIGHT SIDE ELEVATIONS TOWN COMMENTS q (0 10 . A4.02 BUILDING B FRONT & REAR ELEVATIONS - A4.03 BUILDI FT AND RIGHT SIDE ELEVATIONS 1-11 issued date description (n A4.04 BUILDING C FRONT & REAR ELEVATIONS r 0) F\-' D .S V NEYA �D V EW -3: . A4.05 BUILDING C LEFT AND RIGHT SIDE ELEVATIONS 0 L- 0 . A4.06 BUILDING D FRONT & REAR ELEVATIONS �, -U . I . I ',�: I A4.07 BUILDING D LEFT AND RIGHT SIDE ELEVATIONS I - P I�- 0 4� I 1. I A4.08 COMMUNITY BUILDING FRONT & REAR ELEVATIONS � C _!,"', n 0 ' ' llk-� -- - 0 � 11111wt�' 11111�A,q,,-, A4.09 I C MMUNITY BUILDING LEFT AND RIGHT SIDE EILE�ATI07NS I-, ";',11 I V) , 11 1*1 ,,1 I,"""", 11� -2 ',;,�,,� ,e- . "� LL- M , r- I LOCATION / 9 t . .1 .21 �, .1 . 1'1� I U) I 5 orefolpo" . a) 0 -\1 -I -" %,�OWM e� I - tl,1�110" F"I"I'l 1-�, 'It 1, .1-11", -1k, (n 11 I � I I ::c_1-�2111 , -T "-"" i,-� � I i� title . ILL- - I f, I "I, I .. �, �," I I I -1� - e " �, " :3 1 11�' I 11 0 "", 1:0� , . 11� TITLE . ,,,�' I . ?�* . f", I--, 'we '% . 0 11 "Ill, , I -a I ,I 'o" Shelia PAGE Wend C: " "I �',HeIghtS, 0 . 1; 1-r- �, � "� , -#_1 11 , �-, "I", " ,.11 �1�;, I 't 't"","?" 'I- I Q) I . " I ," 011�' . 3: I" , I ,�,,rk'-, 11/11/1,1 I I �',,;'�z�,,� . , 11 (1) I 'tv 1� , ,�,11 I 11 . -#-I No tk,,r,1,�1�� , I 0 I I ", -0 1�-' . . CL �,' I . I =) ,1� e I ,,, I ;1" 1� -.,I- ,""",1 � 11 -, I - ,,-,1� ,� --,------ I drawn by: -If I /�� 1� I L, Q) , 41:il G(-1 LE-1 �] W11 �-�, hi) >% -P I , 7 le I, � "' ft E I 0- t , . checked by: CFD " �' ,"; �', . 1111�1 U: .W11#1 It, , 0 �, 1� I , L- ";11, 111�� " ,I' I � � 4P el U E a- I ,� -� � . 11�1 0117 " all�! DEC 1 2 2018 D scale: AS NOTED a "A"-,", - i � t, , , . �, r- -t I I I %, - f, I ,�: o Z�- , I I I . �/ ,�,, `�- --S�1#11'011--- (,O a- 'I" � .1 'r. I : To!,,�jn project number: 17106.000 1 "I F I.,rr: , 0 C: e Sou"d nq B-,,�i�-- I 11,t L--- --,. Q) "I, I I , '�,-,, . (1) ", �',',; - I L. , I `" 0 ,�, I 1, �,,�,,,11.1,""',"""O Do 1.-� 4t 1�1 ,� 41.""i"', D �� t�, ,� sheet number I - �, ,4 11;11 � ,,,.�,-,t�,,,WIF�,,L�-�,v,�,,,I�;"t�,,-X,K,�T�ff�t K��E,d A-,1.1FTL E-,,,0��.,H,�q�-,�,"",�-�J�j,�-.E,,*.,�",!�,,4� 0 0 1 1i �- �,, 4k, I �,11 V-h d�,Wl��,C C�,,��t-�t,-,-�,A..,-4 0,0�,1�,�,0--- ��,,, THE EDUCATION LAW OF THE STATE OF NEW YORK 04 0 -. PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING (:5 (6 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION - 0 OF A LICENSED PROFESSIONAL ENGINEER, WHERE . r- . SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL �6v�-, 1 111� .. , - "- , * , "� -" , T I , I'*- � 91 , 0 , f- I- � I � - ` 11 ` - 1:-]"4:- � 0 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE TI a) - N.T.S. THE FULL EXTENT OF THE ALTERATION ON THE 0 <� DRAWING AND/OR IN THE SPECIFICATION 0- . . ( 9-2) 1 . . CLEARING NOTES: SITE LEGEND' 1. A 100'wide non-disturbance vegetated buffer shall be established from the wetland boundary line landward for the entire length. The area shall not be cleared or graded and otherwise left in its natural -- PROPERTY LINE state; 2. The non-disturbance buffer will be managed as wildlife habitat; - 1 1 - EXISTING CONTOUR 3. Trees and/or shrubs that can be left in place shall be flagged and protected '.. / / �R1 r ulvt (TYP.) (SCTM#1000-40.0-03-0 .K 2.0) during clearing and grading; b 4. The land area to be cleared shall be staked and inspected EXISTING WOOD LINE p y the °�' N VACANT PROPERTY 0 3161 3,7 `ti \ Planning Board or their designees prior to any land clearing; SOIL BORING/TEST PIT LOCATION 5. Site clearing activities shall begin at CR 48 and proceed towards the open 23 20" x16.55 �, QCP 23 O space/natural areas; ( CB bOD SET �� Q Gis 11 B1 TP-1 (SEE SOIL BORING LOGS FOR ..h 31.97 x3323 T (7c1A07 8� 1 // 1_6OD SET G WILDLIFE PROTECTION NOTES: • y , '_ + ` ' 3 n ` ' \ \ �}X ` O` t;`:•yR;< ' sad' '." g'k;. . 'c '� ,'iN....x r> � ADDITIONAL INFORMATION) 2 BLACK LOCUS ' CP 12 Q�i -\1 ; 1. Wildlife sweeps conducted by a qualified wildlife biologist prior to clearing by CB 60D SET /��♦ _` `8.,7 \ x4.22 �'_- i1 `\v O required; '�,: �:: - - - _ •�,+. \ V VV heavy equipment will be r q - < ' w EXISTING WATER MAIN 2. The Eastern Box Turtle: O The Eastern ste n Box Turtle as a New York State-listed e ,ted s ecies of Special SILT FENCE (IE. "LIMITS 72'0�� / ✓ EXISTING GAS MAIN Concern, requires some measure of protection to ensure that the species does not G4 62 \ OF WO x1363 x,2.97 325 Wireless Boulevard, Hauppauge, New York x3338 X'4.84 ) " •.. ¢27°38� become threatened.Species of special concern are protected wildlife pursuant to 32 (TU xWRIER) 100' \ NAIL FN x11,61 , - EXISTING SEWER LINE Environmental Conservation Law section 11-0103(5)(c). The Plannin Board finds 11788 I / \ BUFFER \ 18 S g Phone 631 300 1010 _x137 \ �� 23'3 / that clearing can be allowed at any time of the year so long as surveys are 16� WETLANDS - NO x!.o{\e --' QCP 10 / +/ / ST�ULeR,�BANCE TO \ CB 60p sEr 00� 832 /'/ / / EXISTING conducted according to the protocol listed below. owner/developer: X2270 / �AREq BUF X, 7N =28,03 I \ (TYPICAL) \x1,72 x"" / / " t PIN&CAP , /i//', E IST NG SLOPES >20% To minimize the loss of Eastern Box Turtles,any clearing at the site scheduled CONIFER REALY LLC CCCTTTxx�yy�T�70� / (X,1,77 from April 15 through October 15 will be preceded by wildlife surveys following 83 E. Main Street, Suite 600, x33$5 I � x21.,6 _GON�STRUCTIDN \ \ x24.59 X 4.w \ X,302 I FND,,\jy OWN OF SOUTHOLD/ the protocol below: Rochester, New York 14604 / 37 X8,,0 VILLAGE OF GREENPORT 1' PROPOSED SILT FENCE (LIMITS OF a. Prior to the commencement of any vegetative clearing activity,temporary X -!8 LIMITS WORK AKA 'TURTLE BARRIER ) turtle barriers shall be installed around the limits of work and pre-construction turtle 20-2 \ \Xl,ez '�' 11 xP�' Site/Civil Consultant i x J,,73 x 12.97 I\ 4 G'B 60D SET surveys must be conducted during appropriate weather conditions.Turtle barriers 5'JR,J CB 15 , 16 ( X2262 X32,06 \ \ x1 4 X .82 /.' ', \J 1 \� --0- PROPOSED CONSTRUCTION FENCE are basically the same as silt fencing(without hay bales),and can likely serve both \ I _ �/ \ I \ \� purposes; 32'2 x QODED ARE \ / I X11.14 ` x2032 b. Installation of the temporary turtle barriers must minimize vegetation \ \ \ \ '2 disturbance. No clearing may occur outside the Limits of Work as shown on the site 33 33.75 'c rrO�� C�61 __ \ le 9.98 in\ \ \ L -) \ \ ` /XJ 7 _� ` OCT. 17 2017 FRESHWATER plan; ( x2$1 / WETLAND AREA x11.,6 WETLANDS BY GARY GENTILE, C. The bottom of the silt fencing must be buried in a 4-6 inch deep trench.The x 12.51 X 16.5/ _116 x2369 \ I \ / / ` t� LKMA, ACCEPTED BY SOUTHOLD trench must be backfilled and compacted. If it is not possible to dig a trench,then the x 24,29 `� X X�Q i 3387 z / X26,,\ \ g2,.9$ x19.4° ' Xf2.73 , TRUSTEES PERMIT#9174A, bottom of the barrier must be affixed to the surface; L K. MCLEAN ASSOCIATES, P.C. \ xt.72 l 3/23/2018 d. The silt fencing must be composed of at least 2 1'2 feet of vertical barrier $32.8 D ; ,�1 \ \ ,QCP 36 \ x10,7 \ 72 , x,3� I I�.� g LONG ISLAND, NY 321?2 2y T �� / / ca 6oD SET rP_10 I above round.Once installed,the barrier shall be taut between the stakes. Slumps 437 SOUTH COUNTRY RD., _�\ 2005 FRESHWATER WETLANDS BROOKHAVEN, NEW YORK 11719 \ I x"' ' \ 100 YEAR ��i BY C.W. BOWMAN LAND USE or loose materials will undermine the effectiveness of the barrier.No hay Tel: 631.286.8668 v \ I X2507 x19.88 / 2 / FLOOD LINE ' bales or other backing material shall be used; ' I x26.66 , (#B1$���0 � x,3.13 J � � ESI„ AFFIRMED BY NYSDEC X \ \ X28'9 XOT07 _ 3 . e. The limits of work must be encircled completely b the silt fence to exclude / (OFF- SITE) LETTER 6/20/2018 P Y Y 32.53 ;3'"OS 3 927% x2897 \ / \ �- / X'�'% turtles from entering the area, but able to be opened for equipment to go in and out / during working hours(and closed again at the end of the work day); `��' cP a+�1az� IMPACT ON NOISE ODOR & LIGHT: 12 B Q CB 60D SET x 1654 x 17:7$ y° I f. The turtle barrier(silt fencing)should be installed immediately prior to the " L�CK LOCUST N (- � r -I- -- -'x 5.19 -L X'� �cP a - � � � \ I �- -�*j'/ X/D1 16� / CB 60B SET \ 1. Construction activities shall only occur from 7:00a.m. required survey; VINEYARD VIEW rP-9 \ j1,� / I la / to 6:00p.m. on weekdays and Saturdays; The biologist leading the survey shall inspect the barrier and facilitate anyNORTH ROAD X /2,6a / x2°. \ �- / °D s ° ' re airs/alteratio s necessary Y P x34.12 ',65 / I X16.13 ,�$-�� X19.27 2. No construction activities are permitted on Sundays, P ry to ensure the integrity of the barrier; 33 X26,90 / (#B1 9, TOWN OF SOUTHOLD, N.Y. 11939 t x19,19 / h. Turtle barriers may not be removed from the site until that phase of the / � \ X,596 / �- \ � IM&�A , year-round, or the following holidays: v p J 9.83 X3091 X20.86 project is complete and is stabilized by vegetation; x1,13, !- X206, E i. Routine turtle barrier maintenance is required during the Turtle Active Season 3 / � \ X20 � \ ».,° New Year's Day /k x 19.33 �.80 L J �,JX19.,4 \ - -X1B/ \ \ \ Memorial Da 3' x22.60 x2184 _ _, y (April 1st through October 31st)-Once per month a person familiar with barrier , „^ , ;;,; A,-, r% r ,« �,...0 X am maintenance and installation shall inspect the barrier and facilitate an repairs or it `"' v� � 14 P 28` -- .� � 22- _ \ Independence Day (July p y p ,�� 444.4 � � B x34.32 / / x22.49 vLi-',`.� "i :,E' 3. x2,19 X2273 alterations.The turtle barrier should remain taut between stakes and an holes along X,877 1321583 / \ (x2386 \ x , 4th} Labor Day Y ` x3,.4$ Xza41 x10 "�' the bottom repaired; I \ P S ` \ ,0 \ �S�1� L Thanksgiving Active Season(November f \ X214D x21,97 X2,,05 '--22-_ / \ j. Outside the TurtleA 1st through March 31st)-If the 4444,, , ,,, „rr�4x;; 1.52 /' c ` �� \� x jOwC� Christmas Day barrier has been left in place over the winter months and construction is on-going, a -- F11 N \ \ \ Y P Y P \ O biologist .., X _ `'� \ �- x19.13 - 1 O g st shall conduct an earl season inspection in late March or earl Aril to , / 1 21.13 \ \ /moi//;ti;,,o< 3.267 {5344, ` 2. X3 \, V/F W E OF 0teNPORT \ \2.20 'rrP_s X2173 X17ss ,OJ G� facilitate any repairs or alteration necessary for the barrier to function for turtle F1 2747 (SC M 1 g x2125 783 /p \ \ OI., protection; ` x3120 40•0Q-03.QQ-- )x21.07 \� /t/^ X30,38 3D.38 IN \ x2552 \ 001 000 (#81806) 2\ 9,41 O k. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife ` X31.12\ \ \ \ r I x21.13 X20.97 ' \ ` \ � \ \ O�,'pT biologist with experience locating wild box turtles;X2363 x .ts 100' BUF ER \ J e-1-1' 10JIP X2a7s ETLAND \\ ' xl4� WOODED ,REA s� - NO \\ I. The surve effort re uired must a ual the followin area of im act x 4 conifer"ti, ;ti X o� X3. \ STURBAN(; Tp \5 Y _ q q 9 P 26+-_ 27$9 2 I ��yy e 33•!2 �� 34.6 I 3 140 X 3 11(# �1) � D6 _.__32'---` � x31.62 � \�� ,'IR �\ L X1923 1927 \ x22 I � (� (^�)AREA \ 35 \� person-hours/acre - total person-hours of REAL E;1ATE DEVELOPMENT,CONSTRUCTION Ik MANAGEMENT ' \ \ \ X2320\ 9,02 x/A05 \ 1, Ll1 \\ 113 . SUNe effort; CB 60D SEr x18$° R N \ \ Y 34.6 �.3s ,. Q� 25 u7 xras7J0.01 JL JX21.08 \ Q3 I I x21.0, I \ x1..6. / e.os ' M. Timing of survey: ---- f 30 SILVER MAPLE'S x30' ' 3J \ \ x2�'>I X Y \ Q CP \ 2 64 i.The survey for Eastern Box Turtles must be conducted immediately u fl P011 33s37J3.43 ' \ x 20. \ CP c?8 I (#948-4) x19.16 c8 6 s£r \ preceding clearing activity; 4 I \ -�- CB 60D SET I \ 734 � � 34'8 4,11 RZ 30_' SILVER MAPLE / 'P-'J X1924 Xe0's \ ii.Surveys must be conducted at the time of peak activity for turtles,to the 31.99 x 2461 I I L.1 x 17.47 x!378 � J \ \ � X142: 20.46 / \ � greatest extent practicable and as advised by the herpetologist; 3381 34.7 X446 \ \ �2Q - .2T g `2144 _.."�s"I,•'* � \ �B9 I X26.62 �� \ (#B 18-7) �� TP-5 / / \ \ iii.Any box turtles found during the search will be captured and relocated to an c 7 X 19.60 PIT 2°,. / / X � / \ \ \?2\ (#B1a-5) / X,9,0 \ / undisturbed area on the property as far from the proposed clearing as _ ,f ? X26.40 \ x20.74 X R0.80 x2039 1964 7.77 possible; y ca 36 \ \ '� X15.53 / I /'• t:i'tt'*k' \\j. ✓?'el5 " SILVER iv. Documentation and results of the survey must be provided to the Planning C x 3492 x t67D ,l C: X x34.9 MA LE / \ 24\ \ / \ �I \ v P 9 ..„ a4/ x 29.77 X 66-/ �\ /' •"6 \ x1982 � X„o, Department as soon as possible after completion. � /:,/C'[•�-rl ��.i x34.89 I I WOOLED AREJ4 \ T2s\ \ , /11 ��) 0 P ' 363n � \ \ ~` QC8 $I�LE•r� / X145\ X' 3. Northern long-eared bat: U - x27b \ x�'� -1\2 x22,41 x20.59CB r,(�3'18-3) X19.42 / X 4AJ7I_ "'18 t ® \,x 7.- Correspondence from the New York Natural Heritage Program(NYNHP) .;•c:•i,.,,,, 41 X issued date description X CP ei / X2744 \ \ ` / x167 / \ \\`\ \ / indicates that no agency records currently exist for northern long-eared bat X 1,33 N 3546 CB X3652 30 2092 x2&:5 \ \ (Myotis septentrionalis), however,this is not a definitive assessment on the 1 . 716 x3,� /i°` 8 r �-- -- � I i1 / ///-- � - // 2-23-18 SITE PLAN APPROVAL W X3,1 4 -28�X28 X11.59 \ a57 current or future use of the site by the species.To minimize loss of northern X26,4 /XplS\92 \ \ , X1,,2 X,,.08 X,2,5- \, long-eared bats,the following actions shall be taken: 2 5-23-18 BORING LOG# AT TEST PITS UI X2230 \ \ \ X2305 x16 a. Trees around the perimeter shall be reserved within the buffer shown on the X2,23 / X1,.58 X24.69 � / 3 7-19-18 2005 WETLANDS DELINEATION X x 21,43 x:7.90 / N �, LLI 3534 f CU n 9.11 / \�� / \ \ \ \ ) / LJ / X 5! 0 P P -' x1341 ` site plan; X12 �p 36 6 / \� X2711 X2aA7 \ / pro ' / 7,+ b.Trees capable of providing roost trees outside the buffer shall be reserved 4 12-10-18 ADDRESSED 10-2-2018 TOWN / I 7 \ P p 9 p ++ 3348 QCP 16 X .°8 2005 44ZESHWATER WETLANDS BY '� , '' WI'_`�3aNDS AREA \ \ to the greatest extent practicable; COMMENTS O x353 SASSAF -XT, / / x27.67 CB 60D E r x 24.76 /x 2� x 24,41 x P7 �4,22 624 / O 1` SAAFRAS O 357 I q x34,25 X16.54 C.W. BQWMAN SAND USE ESI / \ c.A wildlife biologist experienced with finding bats will be deployed on site m 12 SASSAF S X.48 / \ \ \ x21.77 x X x1$58 I$.1 XJ4.43 X1233 X11.J / `PrP_2I I \ AFFII E \BY NYSDEC LETTER X,,86 prior to any tree-clearing to search for any signs of bat roosting; O 5.62 15 SASSAF N / I QCP s� 6/20/201 X13n ` x09 d. Avoid tree removal from April 1 through October 31. RAS 4,61 Z \ x 2,62 l r1 3.0 1 x euro / zSOT `L \ X24,37 �tTP18-2) 1 CB 6 ET \ x709 '- 5 , / 761 /x33.,7 �./ / / 2396 x 2.95 X I N N rP-1 X16.73 �_ `� 1 x355 3' 4" SASJ' / /"'S ///- '-�L26.81 C-A j �( x (#TP18-1) \8` / , CPs �`/ \ x17.20 '�` \ , issued date description x1,61 x16.1 AFRAS� x2.2 \ I w 6 CB 60B SET x'322 1 °CP 33 X °�° 12"/ SASSAF AS ' / �' \ x2,� \ 1 x186° \ x 8s \ 11 I 3 C T 10' SASS ERAS / X2,.45 12398 X28,2 r \� \ / o 12" SASSA FRA \ / / X Basa \ \ X 1 \ \ X 1717 �\7.43 \ \ x ' \ X 6,20 O X J X1760- x19.36 xlOs Cri ! \ x 22�JA[-f I 1 84� x 12.76" v / ----tY-.�1 a9� x 1752 I 7.. 9 / G7 151 SAS AFRA 28042597 \\\ X24.02 CP 17 II ` / x23 \ / / / ,� \ \ \ \ V x18.0 \ 1390 ° 12, SAAFR / / Q CB 60D SET 2 \4� 0000 X2' / \ \ \ ' ' \ CD X3,8 SAS AFRA ' \ X2347 / \ x13,32 ! Xa.88 0 x 1948 _�\ \ x 18.34 /// \ x f2G*3 \ 8" SASSA4FRAS x22.91 1 0 F / X X 2`✓'3 X 17.3$ I _ j }, x35 �2, SASSAFRAS/ / X 5.37 \ X236$ / / X,7,51 3 X,8.6, \ x1704 \ 4MOn C X 2360 / X,832 \ 79, ' .14 1 LOC ST /,t 21.98 / � 1MWI D�{1 � /, SLAC X26.,, \ X .33 100' BUFFER � �- 6� SASS ERAS l / \'e I x1073 �� §6P x 24.66 x 8,'R 2 x 2c fi I C x36. ° 51 3' X31.?YSFRAS x£,269 x22, \ Ies2 WETLANDS - NO 599 'x)4.17 / 20 B ! / / DISTURBANCE TO'a6s � ' 1 11 P" \ / x1727 BUFFER AREA \ X 417 Q, / r. X35.0 LACK LOCKJt x2255 // n � 5 ' 4" SASSf ERAS x2735 \\ -/ X� VY / X,&51/ �tF>.t7 X17 X,8.64 (TYPICAL) \ XJ7,J3 \ 0 1. \ \/ WETI3 NDS AREA X227 / / x16.81 ) ® X450 I GENERAL NOTES: � x3 6 /\\ \ x24.6 �� / x18.03 17.65 I I �y X36.62 4 'Y/,III/// O 3,, x339 2&01 x21.89 �],Q. XJS/6 title_` 38.0635.3,\ \ x223, /k1971 j - / �� X8.,4 1. S.C.T.M.# 1000-040.00-03.00-001.000 qq / / i/\ x 28.87 X,542 I 1 / 2. ALL, PLAN COORDINATES ARE BASED ON THE LONG EXISTING 'J � x 010 x 2TD2 >111 1 , ' x 14.76 �� \ x 17.82 -1 �ll /x1590 !7� ®`ZIP ISLAND ZONE OF THE NEW YORK STATE PLANE o ON, F f JD, \ Q CP\ N � x204 x1913 � X 1,2} � X'8'2°OCT. 17, 2017 SHWATER WETLANDS �� / COORDINATE SYSTEM (NAD 1983). 0 x2,74 ����j�, X10 3 ^ / / CB b0D SET%27� \ \ � \`!"" CB 60D SET 16 x1,90/ ' '� Xt3e< `� \ X18 + �,Y° cP 1 3 UNAUTHORIZED ALTERATION OR ADDITION TO THESE CONDITIONS & 9.,5 � x2366 ,..� -� BY GARY GEN LKMA ACCEPTED P � I X 1392 x9,59 DRAWINGS IS A VIOLATION OF SECTION 7209 x3934 / /', \ �6' MO FND, ��'' / /' ODED AREA SOUTHOLD.ZRU ES PERMIT 9174A, �� # SUBDIVISION 2 OF THE NEW YORK STATE N x / X1027 / ) EDUCATION LAW. \ , X ,/ /x 6 ,\� \ \ x2321 X18.57 �- / i ,' / x1339 \ \ X17.27 \ 3/23/2018 \ x1720 / ��. xneo 4. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. \X2556 o ld�r ,; P 13 x1576 x,528 QCP 8 X1277 STANDARDS. REMOVALS � , -10 � x1x02 -� J. / 5. VERTICAL DATUM IS BASED ON NAVD 88. B T x15,5 C/B 60D SET , , x1\ \ \ / 407 7� /� 6. HORIZONTAL DATUM IS BASED ON NAD 83. � \ I x18 �' �. X,�$$� WETLANDS AR �- 3i\ \ 's \` x1823/ /x11.,6 ] �l) CD I X371 ' � � �+ ® o \ / / / / V,9 OQ,F O 7. COPIES FROM THE "ORIGINAL" OF THIS SURVEY x 1730 X,307 C) 6X�,7 -� / / / C.9�T �O,F C NOT BEARING AN "ORIGINAL" OF THE LAND /8 \ 2 ' x2381 ' x22 X' 0 x10. \ x122, x q O 'Qn SURVEYOR'S "INKED SIGNATURE" OR "EMBOSSED �x 19.72 x 18,78 / z 17.,, x 1,11 �" 'r. i N ,R\ x 1\ \ 16"62 x 17.80 10.83 Q x 11.48 ® / / SOA �p)FO SEAL SHALL NOT BE A TRUE AND VAUD COPY. drawn b \ f / B. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF Y LMY X / \ ; y x14$2 6.= /X9 \ \��' / ' F�Aj} O� 'QT NOV. 13, 2017 BY LK. McLEAN ASSOC. P.C. x3722 Q \ / __- x2501 �� x 16.32/ AO ' X \ x 62 X 16.50 X J566 x 9.53 \ \ �- -�� \ / , 7 y: C F D 0- O 1 � w x20.61 / NSF VILLAGE OF GREENPORT \ � X9.10 t� �,-,� J R-so. 9. TOWN OF SOUTHOLD ZONING CLASSIFICATION checked b \ x1637 ( CTM#1001-01.0- 1 I �'` `E. \12.45 6� r , Ir \ \`� \ �� I X1969 07-Q 1. ) \ x30 \ / 10.UNDERGROUND UTILITY INFORMATION SHOWN WAS X1532 5g4,,6��� -, �J, Qca3 'E$/ X 13,3 X14•°� = � �//'/ OBTAINED FROM RECORD DATA AND FIELD scale: AS NOTED LOCATION. `d- 0 `^ x11 � '*�. , ' / project number: 17106.000 (0 Q ` vJ 7 x22.52 1� x12.45 _ / `�IvVi \� ( \ x 23 �' /// C Xx 1278 / ✓ 'Y O ' 25 42 X "' / .90 �- v 2891 0 100 200 _ (� 4 X10. r �r� G ' sheet number O O Fee} THE EDUCATION LAW OF THE STATE OF NEW YORK N O ` D E C 1 ? 201G NTHE PROHIBITS DRAW DRAWINGS RRSON ROTHEAACCOMPANY NG LTERING ANYTHING O 00 I, , SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION E SCALE: 1 =5O OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ;, n ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U S nni':ild T1T,rd THE FULL EXTENT OF THE ALTERATION ON THE N P,<nr, 7 C r� DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) Foundation Foundation ,, Foundation _, Design,P.C. µ r Design, Foundation g Design,P C � � P.C. � Foundation Design, Design, M. SIAL•BEDROCK•GROUNDWATER SOIL•CROCK•GROUNDWATER SAIL•BEDROCK•CItOLrDwATER SOIL-BEDROCK•GR OUNDWAIER SOIL•BEDROCK•GRQLN)WATER Test Pit Log EXIST. GRADE: 16.87 Test Pit Log EXIST. GRADE: 26.72 Test Pit Lag EXIST. GRADE: 20.11 Test Pit Lo EXIST. GRADE: 20.86 1 ' 9 Test Pit Log EXIST. GRADE: 20.44 Project No. 4402.0 Page 1 of 1 Test pit No, fP18 1 Project No. 4402.0 Page i of 1 Test Fit No. TPl$2 Project No. 4402.0 Page I of 1 Test pit No. B18-3 Project No. 440._,E,0 Page 1 of 1 Test Pit No. 818-4 Project No. 4402.0 Page 1 of I Test Pit No. 818-5 Project Name Vineyard View,North Roadcounty route 48,Southold,New York Project Name Vineyard View,North Rnaj/County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vine and View,North Road,'Co 1 �C urtty rout"4$,Southold,New York Project Name Vineyard View,North RoadJCounty route 4$ Southold New York Client Conifer Realty LLC,10G0 University Avenue,Rochester New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conifer Rea LLC 1000 Univers Avenue,Rochester, a v E -_ Realty , ltY New Yo 14607 Client Confer Reatty LLC,1000 University Avenue,Rochester,New York 14607 Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy J 34s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/SDs Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer d 1-24-18 Operator Jay Date Started 1-24-18 Completed - 4-18 - - 1-24-18 Date Started 1-24-18 Complete p Y p d 1 Z Operator Jay Date Started 1 24 18 Completed 1 24-18 Operator lay Date Started Completed 1-24-18 Operator _lay date Started 1-24-18 Completed 1-24-18 Operator lay t u Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Pbteriak• Equipment CAT 325D Excavator Backhoe Subcontractor _Terry Contracting&Materials Equipment CAT MD Excavator Backhoe Subcontractor Terry Contracting IN Materials Equipment CAT 3250 Excavator Pm ,... � Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications 4' eP P Depth Depth Soil and Rock Classifications Below Sample of Below Sample of Below Sample of Below Sample of Below Sample of r� Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks TOPSOIL 016" TOPSOIL 0181 TOPSOIL 01811 TOPSOIL 0 6" TOPSOIL 0'10" Firm tan-light brown moist SAND,little m-f gravel,trace silt Firm tan damp SAND,trace m-f gravel,trace silt Loose tan-orange-brown moist SAND,trace m-f gravel,trace silt Loose tan4ight brown moist SAND,trace c-m-f gravel,trace silt Loose tan-light brown moist SAND,trace c-m-f gravel,trace silt 5 Wireless Boulevard, Hauppauge, New York 2 2 2 2 2 11788 Phone 631 300 1010 30" 2'6" owner/developer: 40" 4 S-1 2`-4' 40" 4 40" 4 S-1 2'-4' Firm tan-brown moist SAND'little c-m-f gravel,trace silt Firm tan-brown-orange moist to wet SAND,little c-m-f gravel,trace silt CONIFER REALY LLC Firm light grey moist SILT,little m-f sand,trace clay Compact tan moist SAND,little m-f gravel,trace silt Firm tan-brown moist SAND,little m-f gravel,trace silt 83 E. Main Street,Suite 600, Rochester, New York 14604 6 6 6 1 6 1 6 Site/Civil Consultant Firm Prange-tan saturated SAND,little silt,little gravel,trace clay t3 g 1. 10'6" 10`0" 100" 7 00" 10'0., T10 1est pit terminated at 106" 1 Test pit terminated at 10'0" 10 Test pit terminated at 100" O Test pit terminated at 100" Test pit terminated at 100" L K. Md.-EAN ASSOCIATES, P.C. Notes: Notes: Notes: 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. Stater at 80". 2. Test pit dry upon completion. 2. Dry on completion. 2. Dry on completion. 2. Water at 96". BROOKHAVEN, NEW YORK 11719 12 3. Staked locations and elevations provided by L K. McLean. 12 1 3. Staked locations and elevations provided by L,K. McLean. 12 1 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. Tel: 631.286.8668 VINEYARD VIEW Foundation A Foundation NORTH ROAD Foundation Desl n P CR Foundation Design,P.CE Desi Desi7nIP.C. Design,P.C. TOWN OF SOU THOLD, N.Y. 11939SOIL-BEDROCK-GROLNDWATER SOIL•BEDROCK-GROUNDWATER SQL•BEDROCK•GROLMWATER Test Pit Log EXIST. GRADE: 21.62 SOIL-BFDROCr:•CRUJI,DWATER SOIL•BEDROCK•GROUND WATER 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 f of 1 Test Pit No. 61$-6 Project No. 4402.0 Page 1 of 1 Test Pit No. B18-7 Project No. 4402.0 Page 1 of I Test Pit No. 618-8 Project No. 4402.0 Page I of 1 Test Pit No. 818-9 Project No. 4402.0 Page 1 of 1 Test pit No, B18-10 Project Name Vine acct View,North RoacRounty route 48,Southold,New York ] Y Project Name Vineyard View,North Roadr County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48 Southold New York Project Name Vine and View North Road C u rSouthold, a, ] Y Road/County my cute 4$, New York Project Name _Vine acct View,North Road/Courtly route 48,Southold,New :,ir,,, wi.i,>%"zi Client Conifer Reaky LLC,1000 Univers ty Avenue,Rochester,New York 14607 Client Conder Realty LLC,IODO University Avenue,Rochester,New York 14607 Client ConiFer Realty LLC,1000 University Avenue,Rochester,New York:14607 Client Conder Realty LLC,1000 University Avenue,Rochesber,New York 14607 l y ''-% Client Confer Really LLC,1000 University Avenue,Rochester,New York 14607 '1 Elevation Weather Cloudy l 30s Technician T.Beyer Elevation Weather _ Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation _ Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy)SDs T®chnician T.Be er �<' " Date Started 12918 Completed 1-2418 Operator Jay Date Started 124-18 Cam leted 1-2418 O orator Ja Y >„. P P Y Date Started 1-24 18 Completed 1-2418 Operator Jay Date Started 1-24-18 Completed 1 24 18 Operator Y �T p lay Date Started 1-24-18 Completed 1-24-18 Operator Jay Backhoe Subcontractor -terry Contracting&Materials Equipment p P CAT 3250 Excavator Backhoe Subcontractor Terry Contracting& Equipment CAT 325DExcavatar Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 3250 Excarator Backhoe Subcontractor Terry Contracting&tiara leis Equipment q pnent CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator 1111 O; i/ Depth Depth Soil and Rock 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 it Below Sample of Below Sample of P p Below Sample of Below Sample sof Below Sample of Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarkcs Surface Number Sample Remarks Surface Number Sample Remarks TOPSOIL 00" TOPSOIL 110" TOPSOIL 10" TOPSOIL 0`6" TOPSOIL 016" Loose tan-orange-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,tlrace rn-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 2 2 conifer,"� Y y 2 2 2 s REAL ESTATE DEVELOPMENT,CON$t*11Ci1ON R MANAGEMENT 4 S-1 2'-4' 30" 4 Firm tan-brown moist m-f SAND,little c-m-f gravel,trace Silt. 4 4 co 6 6 S-1 4'-6' 6 6 N $ $ 8101, $ 810, $ 80" ✓ ✓VV Firm light brown-grey wet SAND,little c-m-f gravel,little silt Firm light brown-tan saturated SAND,little c-m-f gravel,trace silt Compact light brown wet to saturated SAND,little c-m-f gravel,trace rn 0 silt J 100" 100" 1010" 100" I 0S-1 rn Test pit terminated at 10'0" Test pit terminated at 10'0" 0 S 1 8-10' Test pit terminated at 100 S i 8'10' " Test pit terminated at 10'0" 0 Test pit terminated at 100" 100" issued date description c 0 0 Notes: m Notes: 1, Sides stable upon completion Notes: Notes: Notes: �I 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. Water at 96". 3. Staked locations and elevations provided by L.K.McLean, 2. Water at 80' 2. water at 8 0". 2, Water at 80". U 2 3. Staked locations and elevations provided by L.K. McLean. 4. Standing water was observed adjacent to the test pit, 12 3. Staked locations and elevations provided by L.K.McLean. 3. Staked locations aril elevations provided by L.K.McLean, 12 3. Staked locations and elevations provided by L.K.McLean. I LL_ tL 0 I O o < . 1 Foundation Foundation -d Foundation Foundation Design,P.C. Design,P.C.Design,P.C. Design,P.C. Project No. 4402.0 Pae 2 of 4 Test Boring No. B18-1 CONTINUED issued date description /n I 9 9 Project No. 4402.0 Page 3 of 4 Test Boring No, B18-1 CONTINUED Project No, 44020 Page 4 of 4 Test Boring No. B18-1 CONTINUED g EXIST. GRADE: 32.09 Project Name Vineyard View North Road/County Route 48 Southold New York Boring LO Project Name Vineyard View, North Road/County Route 48,Southold, New York Project Name Vineyard View North Road/County Route 48 Southold New York 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 o Project No. 4402.0 Page 1 of 4 Test Boring No. B18-1 Elevation Weather Cloudy/30's Engineer T. Beyer Elevation Weather Cloudy/30's Engineer T, Beyer Elevation Weather Cloudy/30's Engineer T. Beyer Project Name Vine acct View North Road Coun Route 48 Southold New York Date Started 1-24-18 Completed 1-25-18 Driller J. LOOm15 Date Started 1-2418 Completed 1-25-18 Driller J, Loomis Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis Client Conifer Realty, 1000 University Avenue Rochester New York 14607 Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Rig Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Rig Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Ri +' Elevation Weather Cloudy/30's Engineer T.Beyer U o Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis Blows Per Six Inches Visual Soil and Rock Classifications +' Drilling Company: Tar et Drilling Co. Groundwater,6'0" Drilling Equipment CME-75 Truck Rig Blows Per Six Inches Visual Soil and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications C: 11 N ample Depth N ample Depth N ample Depth U Ft. 0"/6" 6'712" 12"/18" 18"/24" Value No. Remarks Ft, 0"/6" 6"/12" 12"/18" 18"/24" Value No, Remarks Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks Blows Per Six Inches Visual Soil and Rock Classifications N Nam le Depth 9 10 Stiff grey moist CLAY, little silt,trace m-f gravel w p p Very dense light brown Saturated m-f SAND,little silt Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks 1 it 15 21 10 1.30'-32' VVH 3 TOPSOIL 110" vh 2 4 5 1 0'-2' Loose brown wet c-m-f SAND, little silt, trace m-f N gravel 64'0" o 1 1 35 65 Very dense light brown saturated m-f SAND,little sift 95 / 2 4 3 2 2'-4' 4'0" 13 15 17 24 32 li 3S'-37' 28 50/6 50/6 17 65-66' � 5 15 18 Compact brawn saturated c-m-f SAND trace sift 5-11 Hard title a� LL_ a8 25 36 3 4-6' Very dense brown moist c-m-f SAND and SILT, little -,, 23 24 m-f gravel SOIL BORING a 45 40 69 4 6'@' 40 70 100 > 13 50 50 5 8'-9' 10 8 11 38 50/3 50/3 18 70'70'9" 28 39 LOGS rn 23 28 12 16 23 12 40'-42' S-12 Stiff 40 44 79 21 100'-102' 102'0„ 18 15 46 6 10'-12' S-6 Dense Boring terminated at 102'0" 41 o X3,6" Firm brown saturated c-nn-f SAND,little sift,little 45 75 105 m4 gravel 0 15 10 12 7 12 1 6 7 15 19 27 13 45'-47' S-13 Hard S-19 Compact D 25 50 37 19 75'77' Q 6 12 13 7 15'-17' drawn by: BRC 5Q 80 110 20 ��'� checked b CFD Q. 8 lI 10 6 13 20 24 14 50'-52' S-14 Stiff 17 scale: AS NOTED LE °- 6 6 12 8 20'-22' u u DEC 1 2 2018 K project number: 17106.000 0 54,0„ rn 0- 25'0" 55 S�Ir, tl o � Compact brown saturated c-m-f SAND,trace f gravel, 85 115 0 25 Very dense brown saturated m-f SAND, little sift, F"annir^ trace silt v 28 27 trace m-f gravel i 1 i3 38 42 U 21 25 34 15 55'-57' 50/4 92 20 ss'864^ S-20 Very dense sheet number OD 31 29 5$ 9 25'2T 28,6" Notes: Notes: Notes: THE EDUCATION LAW OF THE STATE OF NEW YORK ONotes: „ PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O 1.Water at 6'0". 1.Water at 6 0 . 1.Water at 6'O". 1. Dry upon completion. IN THE DRAWINGS AND/OR THE ACCOMPANYING cn 2, Bore hole backfilled using auger spoils. 6Q 2, Bore hole backfilled using auger spoils, 2. Bore hole backfilled using auger spoils. SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION O 30 9 g P 90 9 9 p 12Q 2. Bore hole backfilled using auger Spoils. OF A LICENSED PROFESSIONAL ENGINEER, WHERE SA7 O N=No•of blows to Drive 2"S con 12"with 140 Ib.Wt.30"Ea.Blow N=No.of blows to Drivel 5 can with Ib.Wt. Ea. Blow „ SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL o P - _ p N=No,of blows to Drive 2 Spoon 12 with 1440 Ib.Wt.30"Ea. Blow N=No.of blows to Drive 2 Spoon 12 with 140 Ib.Wt.30 Ea. Blow ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE pU / DRAWING AND/OR IN THE SPECIFICATION IL (NYS ED. LAW SECTION 7209-2) CONSTRUCTION TRAFFIC MANAGEMENT NOTES: \ // 1 . AREA SPEED LIMITS ARE SHOWN ON CONSTRUCTION TRAFFIC MAP BELOW. PROPERTY I � �® y } LINE (TMP.) . �+E,► ��/// � 2. THERE ARE NO SCHOOL SAFETY ZONES ALONG THE PROPOSED CONSTRUCTION - u " �•. /// — \ VEHICLE TRAFFIC ROUTE OR WITHIN 1 ,000' OF SITE. A SCHOOL BUS STOP AND OPERATIONAL HOURS ARE SHOWN ON THE CONSTRUCTION TRAFFIC MAP BELOW. '"'� •.., 3. RESIDENTIAL NEIGHBORHOODS ARE DEPICTED ON THE CONSTRUCTION TRAFFIC `°& �•� - .—� ""3 MAP BELOW. STABILIZED ` , WETLAND �. WET1-ANa ® 4. CONSTRUCTION ACTIVITY IS ANTICIPATED TO OCCUR FEBRUARY 2019 THROUGH / CONSTRUCTION BUFFER �.��� • . ENTRY ` / \, LIMITS, - / APRIL 2020. ACTIVITY WILL OCCUR BETWEEN THE HOURS OF 7AM-6PM ON AREA ,�•- �'�I (TMP �/ \ •(TYP.), ® WEEKDAYS AND SATURDAYS. NO WORK ON HOLIDAYS DESIGNATED ON SHEET '; rj E \ ) E3—EROSION AND SEDIMENT CONTROL PLAN. = �y0 ��\ �� /• \ \ / • 325 Wireless Boulevard, Hauppauge, New York QPPRk.P' \ 5. TOWN PLANNING OFFICE TO BE NOTIFIED A MINIMUM OF TWO (2) BUSINESS 11788 _/�� Phone 631 300 1010 DAYS IN ADVANCE. owner/developer: t '® 6. MEASURES TO ENSURE PROTECTION OF LAND AND INTEGRITY OF LOCAL CONIFER REALY LLC ROADWAYS FROM CONSTRUCTION ACTIVITY ARE DESCRIBED AND INCLUDED ON 83 E. Main Street,Suite 600, SHEET E3—EROSION AND SEDIMENT CONTROL PLAN. Rochester, New York 14604 7. PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE IS DESIGNATED AND DETAILED AREAS TO G �� �i�_ i/ \ \ i1 \. ON CONSTRUCTION TRAFFIC MAP BELOW. Site/Civil Consultant R PROTECT & CLEARING PRESERVE S 000, LIMITS \ 1 �/ 8. REFER TO SHEET E3 FOR SPILL PROTECTION PROTOCOLS EXISTINGi VEGETATION P � (TMP•) �Y�—�'� I 9. THIS PLAN SHALL BE PROVIDED TO ALL CONTRACTORS AND SUBCONTRACTORS i. & GRADES L � NON— DISTURBANCE\'\ 1 / ACCESSING THIS SITE. i / '' r 1�� ./ -""�� �./� WETLAND \� 10. DELIVERIES N FUEL J �� % BUFFER AREA AND DEBRIS REMOVAL SHALL BE SCHEDULED NOT TO CONFLICT WITH STORAGE & (TMP') PERIMETER SCHOOL BUS STOP TIME RANGES, AND SHALL NOT BE SCHEDULED ON L K.McL.EAN ASSOCIATES, P.C. 1-0- HANDLING - - SATURDAYS DURING SPECIAL EVENTS OR ON HOLIDAY WEEKENDS. - LONG ISLAND, NY AREA ^� — WETLANDS- 437 SOUTH COUNTRY RD., 11. DURING TIMES OF INCREASED SEASONAL POPULATION (I.E. SUMMER FALL AND BROOKHAVEN, NEW YORK 11719 / �/ g - •/ 'r MpRRE S SPECIAL EVENTS), CONTRACTOR SHALL PROVIDE A QUALIFIED TRAFFIC FLAGGER Tel: 631.286.8668 J (I�,P� TO FACILITATE ENTRY AND EXIT OF CONSTRUCTION VEHICLES AS NEEDED, VINEYARD VIEW DRIVE \ � � - - NORTH ROAD WAYS (TYP.) ® TOWN OF SOUTHOLD, N.Y. 11939 / i , • TOWN O F GENERAL NOTES: ., SITE MAP SOUTHOLD GRE ,•—� / ENPORT 1 . SEE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS FOR WETLAND L PROTECTION ...,, ., , ® SCALE: 1 = 100' VILLAGE I MEASURES. E LIMITS 0 100 200 „ 2. SEE SITE PLANS AND NOTES FOR OTHER CONSTRUCTION CONDITIONS. Feet _.... ._. ... ......_...._..._ ._. .. _-. -. __... .. ....... ...._....... ... ..- __......_....._ - _ C0nin erg f --” " REAL ESTATE DEVELOPMENT,CONSTRUCTION b MANAGEMENT NEW LONDON — ORIENT FERRY TERMINAL _0 _ MOORES LANE se MAINy SITE LOCATION �, 3 ROADLij Ct ,a 1 O �I CHAPEL LANE CR 25 ' issued date description U) ° NORTH GREENPORT U ROAD (VILLAGE) o - LLI CR 48 GREENPORT K-12 SCHOOL L`- ) (720 FRONT ST, GREENPORT) APPROXIMATE HOURS OF o t , ;-",� ;. OPERATION 7:30AM — 3PM r o ' SCHOOL BUS STOP (CHAPEL LANE & CR48) PICKUP TIMES RANGE FROM _ issued date description _ ; DROP 0 8 ME FF FROM 3PM — 4PM rn 1 / s � t ;� �� M " � SOUTHOLD LONG ISLAND SOUND (HAMLET) MAIN r MIDDLE ROAD' Y v,4 4 ° ROAD wl v PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE ( ) , 1 CR 25 LEGEND 55 MPH o "=j r i` 50 MPH / l I. N SOUND AVE. title flf ', 45 MPH CONSTRUCTION (CR 48 1`i' F�°,' ` . 4o MPH TRAFFIC f . ' 1 - 35 MPH MANAGEMENT o NORTHVILLE TURNPIKE (CR 43) " # RESIDENTIAL AREA PLAN TOWN OF SOUTHOLD .................. J a, ; BOUNDARY LINE OLD COUNTRY ROAD ; d t , ' '` CR 25 MAI drawn by: LMY CR 58) ROA checked by: CFD L.1.E. i L� �� `� L U—LE, I EXIT 73 RIVERHEADI �— o �L� y 2 �01e scale: AS NOTED M (HAMLET) PECONIC BAY �_NQ ' CONSTRUCTION TR A I C MAP 9 ar ' project number: 17106.000 SCALE: 1 " = 6,000' sheet number 0 oo v 01 6,000' 12,000' THE EDUCATION LAW OF THE STATE OF NEW YORK 0 o LONG ISLAND PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O Feet IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION C EXPRESSWAY (RT 495) O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL CTMI OF A LICENSED PROFESSIONAL ENGINEER, WHERE ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION 6 — -- — rNY-S_ED__LAW�ECTION 12090 NOTES: LIMITS OF BIO-SWALE nP I IMPACT ON NOISE ODOR & LIGHT: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE FLOW L G u•. V F r. S e / STORMWATER 23 / i/ SITE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE 34 20 RETENTION AREA . n . . (, E 1. Prior to start of any construction activity, notify the NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN EXISTING TREED _ Town of Southold PlanningDepartment a minimum of SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. p AREA TO REMAIN -�� 4G�7 / 2 buisness days in advance. 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR / I ` UNDISTURBED LIMITS OF RAIN -.�38 Y SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR SLOPE J FACE RTICAL w' I, ( GARDEN / 2. Construction activities shall only occur from 7:00a.m. TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. STORMWATER SILT FENCE (IE. "LIMITS _-- ... RETENTION AREA OF WORK") _ S 21 a to 6:00p.m. on weekdays and Saturdays; V .; al Ti 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO BEDDING DETAIL .: '(TURTLE BARRIER) 100BUFFER a. 3. No construction activities are permitted on Sundays, DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE .:',.:x:Mk ,r-•-._, �`,°.-E' r":- _ ., 4. ..est; I - -E p Y WETLANDS NO IO / OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE ANGLE FIRST STAKE TOWARD �% � "'_'`."_.'':`°''"'•�'' ` �' -`:{•r-r:�''''n:c':Cs°:.`0.,.. (..@, f # DISTURBANCE TO 6'�� year-round or the following holidays: CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A do-�'r'- LIMITS OF 100' WETLANDS PREVIOUSLY LAID BALE. / µ.. a .. .1 '••11 ' '- 'y .. �S ORMWATEWALE% , 3 - BUFFER AREA 1 , , WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED �'' - •. RRETENrI ¢�_ - BUFFER/ \ \ New Years Da ' 1 i AREgSyyq -_ (TYPICAL) Y OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. Flow ,�•,r= � ^fL�- r OPEN SPACE PROVID�D \ (TYP.) t Memorial Day 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL .+ �•. _ CONSTRUCTION �} FENCE MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. GL.�' e/� Independence Day (July I��l 4th) Labor Day 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROLS � � ' I � I • '•" ._ � PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE � �+ � 325 Wireless Boulevard, Hauppauge, New York � � \ e BOUND HAY BALES r � ,'•� 1. IW-QI I la'1d! `�`� f , �. Thanksgiving SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; � h '�% ^_ PLACED ON CONTOUR 11788 \ N WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM �'^ Phone 631 300 1010 RAIN I Christmas Day 6. A STABILIZED CONSTRUCTION ENTRANCE L __ _ 2RE-BARS: STEEL PICKETS OR I n: GA LAWN 2' PAVER STRIP FOR BEING TRACKED ONTO CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS - - 2"x 2"STAKES 1.T to 2' IN GROUND. o the I .o . .�� � GARDEN/ r4z La I :� I ,c l• ORMw BLDG.1(TYPE C) VEHICLE OVERHANG _ PERMANENTLY STABILIZED; DRIVE STAKES FLUSH WITH TOP OF Ca La Iia• RETENTII I FIN.FLR.EL.=23.25' �94,"�1�2 i (TMP•) HAY BALES. owner/developer: as I `•� i �1: \AREASyy3 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM ANCHORING DETAIL CONIFER REALM LLC 0T o \ ENCH (TYP.) TRACKING ONTO PUBLIC ROADWAYS. 83 E.Main Street,Suite 600, ev to�T t '. ^ eF'• '111 ,•�; \ 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH STRAW BALE DIKE DETAILS Rochester, New York 14604 OF TIME AREAS ARE EXPOSED; s _._sts 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF Site/Civil Consultant \ r TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN 13 t ENGINEER; t DUMPSTER �� 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS EX. 0 (.7•j ,' %.` X93./. (TMP.) \ REQUIRED; 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED ISTURBE AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE ANY SILT AND DEBRIS; SITE LEGEND" LIMITS OF RAIN 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE ,/ - EMPLOYED. �--� PROPERTY LINE GARDEN / \ \ L K. MCLEAN ASSOCIATES, P.C. STORMWATER 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S I r'�� ? RETENTION AREA - VEHICLES 437 SOUTH COUNTRY RD., o� N ;9 b T 9 10 PROPOSED CONTOUR LONG ISLAND, NY 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR. B l: 631.286. NEW YORK 11719 EX. 12" 1, BLDG.2(TYPEB) „$�, . 10' x 10' 1 1 EXISTING CONTOUR Tel: 631.286.8668 BLACK LOCUST r2O FIN.FLR.EL.=23.25' MAINTENANCE \ WITHIN HE SILT NOT TO BE s VI ARD ,� 1 - .. , `` SHED 15. ANY CONSTRUCTION UIP MAINTAINED AND NSITE, DISTURBED BENCH (TYP.) DUMPSTER FENCE TO ALLOW THEQCONTAINMENT OF ANYNPOTENTIAL LUBRICANTD OR UEL SPILLS. T 1� _. � .. EXISTING WOOD LINE i TRASH RECEPTACLE (TYP.) CONSTRU('TION c: . .'. DUMPSTER •8s (TYP.) 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION ENTRANCE ; ;•%; • 89, SHALL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. PROPOSED CONCRETE CURB '� 100' BUFFER �-\ .. 1 26''' 2z ra ,FF ty� WE NO - \ -x x- PROPOSED CHAIN LINK FENCE VINEYARD VIEW `P4•r..++++i2si. DISTURBANCE TO �' ••3% ;,%- 2 '•t, �..-'. ,• ',2S 130, �qR BUFFER AREA ' .. NORTH i '-.:: •:;:� (TYPICAL) ROAD i fl O PROPOSED SILT FENCE 0 -�- --� ( ® ��� _ ?2 TOWN OF SOUTHOLD N.Y. 1 1939 p. = 'ti34 J; 1 PLAYGROUND \ S (LIMITS OF CLEARING) '.SKATING 5'1 • o` 4 ° '62;`..,'. -0-- PROPOSED CONSTRUCTION FENCE I .M. •, '•, �' 236 X38 , ,,;::, .. \ �.�.1,/ E C} f I i I • 1 1. 39 ( • PROPOSED TREE LINE r� LDG.4 TYPE A / B a., 2 ( ) - 14 rr° `i (TYPE B BLDG, T r:-v�-' y 1 r. j; r v r,r t a r' #9 FIN.FL 1 p@ a t } 61 '9 `N • FIN.FLR. - s W 1 f '1 t EL.- t •b ••R•. G.6 TYPE D •N.EY D�.• BLD f A 6. N O b a 6 f^ , N FLUSH DRAINAGE FL S ' ':; POSED D N I d5 EL- %;;% - PRO 23.25' t J N �j } 65 3 N.F R. �- FI L rr - 23.25' INLET t(( \ v. I - N l I7A i" EL.- G moi:, 'STO 1 i, 2 .2 R tet/ 3 5' M HAND V Y t - 1 , rr 1 / : 0 FRESHWATER -,' E 20 5 �s N ( r.;., sw1 PROPOSED CATCH BASIN � WETLANDS BY C W 72 \ BOWMAN, LAND USE ESI„ „ I PROPOSED 3 \ AFFIRMED BY NYSDEC TWO EX. 30 8 t 8 - T FENCE PROPOSED SIL E O SILVER MAPLES 4 '� .: '� NUMBER OF PARKING STALLS S \ q I .�' 6. R 0 2018 NOT TO BE °_ PA RIP FOR 47* TP • T 7n" ..� j' INSTALLED AT THE Pf LETTER 6 2 DISTURBED VEHICLE VERHANG " �b - ' ' LIMITS OF CLEARING 6) { -3i; 173/ % i 1 SAI iS / AS DETAILED (TMP.) T \ %: PROPOSED ADA HANDICAP MAI TMP. 7 �2 �3" I 5 , cam- TA 4' i ACCESSIBLE PARKING STALLconifer" ORNAM PROPOSED ... REAL ESTATE DEVELOPMENT,CON¢Tx YC 710N R MAp AF1F MENT CONSTRUCTION FENCE \ I , �CIw" TMP, { AROUND THE PERIMETER ADA HANDICAP I PROPOSED 1 FIN.F 9.0' ADA: : OF PROJECT ❑❑❑ s LR.EL.-2 s WALK 5 ACCESSIBLE CROSS z C 1 -._ 7 PED BLDG. ��v AMP %% 1,, ) 3 FIN.FLR. \ �.•, PROPOSED BUILDING - 1 7 r 74 EL._ \ FIN. FLR. EL. u FINISHED FLOOR ELEVATION (55 i 56.� .�7b 5 23 25' l ( IN GARDEN 8_ LE7 TOBMWAIEI�REIERTIOFTAREA SRAIN GARDEN!I �> CONSULT i RETENT WATER �TENT�ORAAER I ' HEET L1 SW _ \ Sw7 I , , rDNA REA PROPOSED ELECTRIC I 3. r#'\ ;roll ,; \\ TRANSFORMER ..' FOR - STREET I \ t 54 \� i i7i�� }7S t `' / ® r \ < 'G :,✓&%.<A, l�J TREES �� \ I BLDG.5(TYPE TO BE \ r ` t iItESERVED \\` FIN.FLR.EL. 25,15' PROPOSED DRAINAGE SWALE 3 3 , r` �� LIMITS OF RAIN \ \ :78,. 178J.: \ \ ,3 y of GARDEN / \\\ \ \ x PROPOSED LEACHING BASIN s,� STORMWATER _ W/ SOLID COVER / RETENTION AREA N\ •' �1 i111!7 7 c ' # tee1� INGr -, \ \ ��, PROPOSED LEACHING BASIN issued date description 0 1 LIMITS OF BIO-SWALE " sro ARDENT 34 \ ` (16 W/ OPEN GRATE 1 7-19-18 2005 WETLANDS DELINEATION '� I SILT FENCE (IE. � - ` 0 "LIMITS OF / STORMWATER 1 RETENT�NAgR2- 6b 22, SA [TAR \: f W WORK") LIMITS OF RAIN RETENTION AREA Swa PO p \ 2 12/10/18 ADDRESSED 10-2-2018 TOWN X EXISTING TREED GARDEN / 20 ION PROPOSED CATCH BASIN COMMENTS L AREA TO REMAIN STORMWATER I 'I UNDISTURBED RETENTION AREA UI UNDIST 2' PAVER STRIP FOR - I \ 17 TYPE C-2 //J - VEHICLE OVERHANG f.. y %i,\ �" - -/// -- _ _ �-•� LL �, (TYP.) DUMPSTER PROPOSED DRAINAGE MANHOLE (TYP.) ST RMWA ER $ (SEE TABLE FOR SIZE) 0 \ \SW9 AREJ�\. p WETLANDS ER NO ' PROPOSED HDPE r ;� `' �... � DISTURBANCE TO cD WN I o 1 (SEE PLAN FOR SIZE) 0 ` 100' BUFFER f/ BUFFER AREA SURFACE LEGEND L� ♦ (TYPICAL) I issued date description LIMITS OF RAIN WETLANDS - NO 100' BUFFER �:J ` 1 GARDEN / DISTURBANCE TO ?, PROPOSED ASPHALT / WETLANDS - NO / N DISTURBANCE TO \\ STORMWATER 3 (�j RETENTION AREA BUFFER AREA k c j . BUFFER AREA \ (TYPICAL) PAVEMENT 3 (TYPICAL) i l PROPOSED CONCRETE PAD, SIDEWALK p i LIMITS OF RAIN GARDEN / OR PATIO STORMWATER �- PROPOSED BUILDING `N \J/ RETENTION AREA \ i PROPOSED LAWN AREA LL_ O S PROPOSED VEGETATED AREA / ► � 6 N ` �� PROPOSED RIP-RAP title ----_. EROSION & PROPOSED STORMWATER 00" RAINGARDEN OR BIOSWALE - - 01 / PROPOSED CONCRETE SEDIMENT / '� ► 564, -- !_/ 54 MIN. a FLATWORK sus , \ ►� ._,,,- CONTROL PLAN 1F'd•MAK C.b C, f[nIYD T OI m LT,B CMO D CONCRETE �'•��^� PROPOSE «� rdJ \ ti _ > LLLL PAVERS 1 O o 0 ((�� y ,� ,� ,r ,+1 ,� ;r _ ,�. ,,;�,�.,;. r•.'•,,.,,� ,,.,>-;,,;,�' 0 0 o PROPOSED PLAY SURFACING N �l , 6 MI c ` ? rte' hhj^K.�-K^, Jtd'r_. = 0-0 O Y tl /✓ y /✓ t + hi Y,. '".>A'�.ry•'' r.: a:•r.r O O 41 SITE PLAN � � g CL „ , PERSPECTIVE VIEW ,,,,.,•� . �,.,,, ,� ��" a �� ,, drawn by: 0 .�y �• t�y����,�:. PROPOSED ARTIFICIAL TURF T SCALE: 1 =50 a '�•���. ,:.� '.. ~ •�*; checked by: CFD 0 50 100 36" MINIMUM 2x2 ro"m,xrio""nnwcerouH,H.icMa.rnvvu-reo scale: AS NOTED 0-•�,y1pD Feet ,.,ti,.•c,,,.abm,,,"„",.Mu«nwuww,. ,��1�1 7 FENCE POST Q WOVEN WIRE FENCE 'I111� �1, �� I�-� Il �.'t �� E 0 (0x6-10110 WWF) II II I z PLAN VIEW CL FILTER CLOTH N I �, �` DEC 12 2016Lo SIDE SLOPE project number: 17106.000 o a: 0oI�OOU EMBED FILTER CLOTH sheet number L MIN.6" INTOGROUND z CONCRETE WASHOUT DETAIL i 4' v`:"n"'�,'w:�>o "" `» " THE EDUCATION LAW OF THE STATE OF NEW YORK - N.T.S. 'I O a;,o"w°°1 uro,P•u.a mwsi,vecwt,wkox c PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O NOTE: IN THE DRAWINGS AND/OR THE ACCOMPANYING N O MAXIMUM DRAINAGE AREA CROSS SECTION SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION E/'� tr2 ACRE/10o LINEAR FEET SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 3 0 SECTION DETAIL OF A LICENSED PROFESSIONAL ENGINEER, WHERE O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE TEMPORARY CONSTRUCTION ENTRANCE THE FULL EXTENT OF THE ALTERATION ON THE U r SILT FENCE DETAILS b�F,". DRAWING AND/OR IN THE SPECIFICATION OU (NYS ED. LAW SECTION 7209-2) CL RESIDENTIAL i ' x \ ' LONG ISLAND SOUND \ VACANT PROPERTY POSIT MOORS S DRAINor \ RESIDENTIAL /// N/F MYDON RESORTS INC. / CTM 1000-40.0-03-05.0 . RESIDENTIAL ' :.; / (EASTERN LONG ISLAND o SITE � 325 Wireless Boulevard, Hauppauge, New York HWASTEANDLING & // // KAMPGROUND) N\ LOCATION Phone 631 300 1010 MANAGEMENT /// - - \ � / s ® � � � � RRRR� \ �, owner/developer: / r CONIFER REALY LLC / 2 83 E. Main Street,Suite 600, Rochester, New York 14604 � \ / N/F SAMIR ATTIA -�// �� \\ �•��l \ /Ib b \ (SCTM#1000-40.0-03-02.0) // / \ \ VACANT PROPERTY //// / \ 100 YEAR FLOOD LINE \\ \��oPo Site/Civil Consultant N/F LUCINDA BARNES / (SCTM#1000-40.0--01-21 .0) / i � � - - - - _ (OFF- SITE) \ / /// oIf --- - -'-- - _ - \ RESIDENTIAL _ - __ - --- KEY MAP / N/F KENNETH \ °° SCALE: 1 " - 800' / ZAH LER / (SCTM#1000-40.0 ,G� L K. MCLEAN ASSOCIATES, P.C. / -01 -20.2) /// `- �"-' \ ` LONG ISLAND, NY N/F VILLAGE OF GREENPORT \ 437 SOUTH COUNTRY RD., (SCTM#1001-01.0-07-01 .1) \ BRO KHAVEN,8NE8 YORK 11719 RESIDENTIAL / N/F WINE COUNTRY / PROMOTION LLC (SCTM#1000-40.0 \ � `� •E.�. � ~� �� � ` ' 1 -01 -20.1) 777) RESIDENTIAL / p� I VINEYARD VIEW NORTH ROAD 00 p' QR «' ..., , . 1 TOWN OF SOUTHOLD, N.Y. 11939 N/F DONNA ( � �. � .,,.,, .-, - / CAMPBELL Go a 'I j - • - - / I (SCTM#1000-40.0 �J°\� o '� 4� - / 1 OCT. 17, 2017 FRESHWATER WETLANDS , ``%jj7✓< „;.j/%/e�w,ii%yi/°.%'</" <�%�.✓,m ,, -01 -16.0) ; __'.-.. / BY GARY GENTILE, LKMA, I VACANT PROPERTY 6�p3� �.a .'� \� P ° \ \� ° ` ---' ���- / ACCEPTED BY SOUTHOLD / N RLN/F DONNAI P ,c ^„+.+., ..w•+"'` J\\° 1 J\\° ' / .,-" `lam A N 8.03 � e ,� e .�' � / TRUSTEES PERMIT#9174 CAMPBELL \ ®®d SCTM 1000-40.0 \ 3 3 yb t / 3/23/2018 / ' -01 -19.0) N/F LAURENCE LOSCALZO RESIDENTIAL ' ` (SCTM#1000-40.0-01-15.0) \ \`o\ b `'` \\ •�` 'a �`> 1 \ ,may.0� o� �.. • ,� \ ,,� / / /F ANNE WALSH \ VACANT PROPERTY \ 5• Y �,-�- � \�G° � ,,,�` 2005 FRESHWATER / (SCTM#1000-40.0 / WETLANDS BY C.W. OD -_. _ /f 3 BOWMAN, LAND USE ESI„ / conifer. ,-01 --18.0) \ 0 �'"'_ ' AFFIRMED BY NYSDECRESIDENTIAL �� /� �\�, ��` °�` � I LETTER 6/20/2018 " < 0101 ay9 REAL ESTATE DEVELOPMENT,CONSTRUCTION R MANA'SEMEN7 RESIDENTIAL N/F TIMOTHY QUINN (SCTM#1000ENTI \ (SCTM#1000-40.0-01 -14.0) \\ - / -01 -17.0 0 �' / a / (S TM#1001 -01 .0 GREENPO0RT \ � »„� - WETLAND BUFFER AREA / � seal , � Y N/F RONALD E. \ RESIDENTIAL \ ` t� SPILLANE \ • o° PROPERTY /F JOLYON F. STERN / - v \ (SCTM#1000 40.0 �I / '• - - ® / / '�� ; -01 -13.0) RESIDENTIAL .01 \ �`` - ♦ / / '��` �T`� 5 `�4' \ i 3yt E \ /F KEVIN MANNIX y 0 i \ (SCTM#1000-40.0 \ - •®E` // / ::.. ' p ;. \ ® i / issued date description -01-12.0) GE o \ RESIDENTIAL EN / � \�� S�Q � \ � ��� � ' ® /// / 1 7-19-18 2005 WETLANDS DELINEATION DRIVEWAYS - - N/F VILLAGE OF GREENPORT / / 400 0 \ F ��.p ? b� ) \ (TYP.) �� I - • - (SCTM#1001-01 .0-07-01 .1) Li o �� N/F KENNETH FRIEDMAN o \\ (SCTM#1000-40.0-01 -09.0) \ / (6 RESIDENTIAL i tx h \ \ ® .DDO / 100, issued date description j N/F / / / \\ DOROTHY A. / - a \\ (SCTM#100DUNG \ ` TOWN OF \ 40.0-01 "s // // o \ -08.0) N/F THOMAS SOUTHOLD o \ / RESIITAS DENTIAL o G I�EEI�LP_O RT/ / \\ RESIDENTIAL - - -_ - _ _ - '�°o N/F SAN N 100 YEAR \ FEI MICHAEL VILLAGE / 0 \ � FEINBERG � � RETZOS 0 e v I LLAG E LIMITS s / � / SIMEON BY THE ® �✓ i SCTM 1000- i 1000- ` N/F JOHN SOUND INC. FLOOD LINE ( (SCTM# a SIOLAS (SCTM#1000-45.0-02 c \ 40.0-j 1 40.0-) 1 ` 45COM02000- -10.4) VACANT PROPERTY (OFF- SITE) \ 07.0 06.0IN j \\ SCTM 1000- , /F DONN o -01.0) / title in RESIDENTIAL # GRZESIK ` SITE i 40.0-01 RESIDENTI_05.0AL RESIDENT //, �� �o DEVELOPMENT j "1/^ `r �� RESIDENTIAL z �i ® ® VACANT / PLAN N GENERAL NOTES: S� N/F N/F JILA PROPERTY c STEPHEN SHARIF / 0 �/� GRZESIK MOTN/F L CORP. // INSTITUTIONAL 1 . MASTER PLAN LAYOUT REVISED FROM DRAWING FILE O MOTEL CO (NURSING "X-Master Plan.dwg" BY BEATTY, HARVEY, COCO _ _ _ _ _ - _ _ _ _ HOME - SAN a ARCHITECTS, NOVEMBER 29, 2017. (SCTM#1000 - - - - - - - (SCTM#1000- SIMEON BY Q � 40.0-01 (SCTM#1000- 40.0-01 �`O O� THE SOUND) drawn by: LMY 2. SUFFOLK COUNTY REAL PROPERTY TAX MAP # "liO -04.0) 40.0-01 - T RESIDENTIAL -02.0) � / -01.0) � ��s `n fc r �,----1� r..� checked by: CFD DISTRICT 1000, SECTION 40, BLOCK 3, LOT 1 . -_..__f.,�(�._._�_ CL RESIDENTIAL scale: AS NOTED 0 COMMERCIAL DEC 1- 20i3 E a 3. APPROXIMATE PARCEL PROPERTY LINES, OWNERSHIP, � PARCEL NUMBERS AND GREENPORT VILLAGE LIMITS ARE (SUNSET project number: 17106.000 Lro H Q FROM SUFFOLK COUNTY REAL PROPERTY TAX MAPS. MnTFII - - So;"!�,,d it',rn O 0 0 200 400 Diann., r „ar:i sheet number 0 4. LAND USES FROM 2016 TOWN OF SOUTHOLD LAND 00 USE MAP (GREENPORT WEST) & N.Y.S. 2016 DIGITAL 71 E Feet TPROH BITS ANY HE EDUCATION LAW OF THE STATE OF NEW YORK O O SPECIFICATIONS,PERSONFROM FITS UNDER RITHE ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING 04 ORTHOIMAGERY. SDI SCALE. 1 = 1 OO' OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL (o ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE r O � 5. SCHOOL DISTRICT #10 (GREENPORT UNION FREE S.D.) THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION a / (NYS ED. LAW SECTION 7209-2) CL OPEN SPACE SITE DATA: 17.2 ACRES TOTAL SITE AREA (749,232± SF) }' [1 _ _� yI 13.4 ACRES BUILDABLE LAND (PER 280-4) k ( (583,704± SF) (SITE AREA MINUS WETLANDS AREA) 30% OPEN SPACE REQUIRED (PER 280-137.A/(6)) ' EXISTING TREED 4 x x 427 ✓ ( .02 ACRES) AREA TO REMAIN x x x x x x x x x �y UNDISTURBED A x x x x x x x x x x x x x x x '"';$� x x x X X X X X X X X X X x x x " 46.9%=6.28 ACRES OPEN SPACE PROVIDED I '� Y X X X X 21 3 % X x x x X X x x X x X X X X x x x x x x x x x x x x (273,408± SF) X X x X X X X X % % X X X X X X X X X X X X X X X X X X % X X X Q�� E X X X x x x x x x x X x x x _ I! ;� �100� BIO- x x x x x x x x x x x x x x x x x x x x z x x , sroR SWALE/ x x x x x x x x x x x x z x x x x x x x x x x LIMITS OF 100' WETLANDS x 325 Wireless Boulevard, Hauppauge, New York x x x x 11788 II)A/AERRETENTI$ o '\ly x x x x OPEN SPACE AREA AREA SW % x x x x x x x x x x x x x x x x x x x x x BUFFER/ x � "��'' 4 x x x x x x x x x x x x x x x x x x x x OPEN SPACE PROVIDED I� IMITS OF IN X x x x x X X X x x x X X x x x x x(TYP.) Phone 631 300 1010 owner/developer: II! GARDEN / W x x x x x x x x x x x x x x x x x x x x x x x x x o STORM ER x x x x x x x x x x x x x x x x x x x x x x `t �� RETENTION AREA x x x x x x x x x x x x x x x x x x x , N CONIFER REALY LLC ! W X x x x x X X X x x x x x x x x x WETLANDS AREA 3.8 ACRES PROVIDED W ( ) 83 E.Main Street, Suite 600, a. � x x x x x x x x x x x x x x ` 3TC Rochester, New York 14604 1,. `� RAIN ( x % x x x x x x x x x x x x x OCT. 17 2017 FRESHWATER WETLANDS BY GARY LAWN 00 GARDEN/ € BLDG.1(TYPE C) x x x x x x x x x x x X X X GENTILE, LKMA, ACCEPTED BY SOUTHOLD TRUSTEES WETLANDS LEGEND Site/Civil Consultant - ¢ STORMWgT to<n w N w RETENr{ONR FIN.FLR.EL.=23.25' x x x x x x x x x x x x x — I a Li AREA SW3 EN (TYP.) X X X x x x x x x X X x X X � PERMIT#9174A, 3/23/2018 1 O X x X X X X X X X % X X X X a X X X % x X x X X % % x x x \ 2005 FRESHWATER 1 xxxxxxxxxxxxxxx WETLANDS BY C.W. FLAGGED WETLANDS xxxxx % % xxxxxx % r m (OF OCTOBER 17, 2017) XxxxxXxXXxXxxx , , BOWMAN, LAND USE ESI„ % X x x x x x x X X x X % x , '�' x x x x X x \ AFFIRMED BY NYSDEC x x x x x x x x x xxxx x LETTER 6/20/2018 x x x x x x x x I ❑ xxxxxxxxxxxxx \ PROPOSED WETLAND ❑ x x x x x x x x x x x X x x x x x x x x x x x x N BUFFER LIMITS TEs, P.C. ❑ XXXXXXXxXXxxxxx XXXXxxxxxxxxxx ,� h ( O ❑ x x x x x x x x x x x x x x x x x � � 7 x x x x x x x x x x x x x �' O o x x x x x x x x x X x x X x x x x x x x X x N ISLAND, NY x x x x x x x x x x x x x x X x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x , ' 4 7 SOUTH CONEWUNTRY K — SITE LEGEND' BROOKHAVEN,631.286. 668 YORK 11719 X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Tel: 631.286.8668 X x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x \ XXXxxXxXXXXXxxXxxXxxXxxxXXXXX % xxXxXxXxxxxxxxxxx _ «� PROPERTY LINE X x x z x x x x x x X x x x x x x x x x x x X x x x x x x x x x x x x x X x x x x x x x x x x ' X X X X x x x x X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 10 PROPOSED CONTOUR J O BLDG.2{TYPE B) x x x x x z x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x X x x X x X x x x x x FIN.FLR.EL.=23.25' x x x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I o i BENCH (TYP.) xxXxxxxxxXXxxX % XX % % xXXxxxxxXxXxxxxX xxxxxxxx % XX % X - 11 EXISTING CONTOUR VINEYARD VIEW O TRASH RECEPTACLE (TYP.) x x x x x x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x x x x % x x x x x xxxxxx xxxxxxxX NORTH ROAD O x X X X x x x X X X X X X x x x x x x X x x x X x X x X x EXISTING WOOD LINE x x x z x x x x x x x x x x x z x x x x x x x X X x X X X x X X X X X X x X � � sw \L TOWN OF SOUTHOLD, N.Y. 11939 x x x x x x x x % X x x x x x z x x x x x x x x X X x X x X x x x ` Sr/IV , OPEN SPACE x x x x x xjc PROPOSED CONCRETE CURB ` x x x x x x x x x o RD ` o x x �'ETF&2-/ Vj , FR , 273408 +/—SF x x x x x x (6.28 ACRES) x x x x x x x V x x , X x x x x x x x x x x x .„�,k�, GG •Y % • - \ FLAGPOLE ® % x x x x x x x X xXX � PROPOSED DRAINAGE FLUSH �- x x x x x x x x x x x , WITH PAD � x x x x I PLAYGROUND x x x x x x x x % x x x x x x x x ' �.I1 l� INLET ti✓ 1 J' �, rx x x x x x x x x x x x x x x x X X X 4 O O X X x x x x x x x x x x x x x x x x �fE�� "p�``�\ ® PROPOSED CATCH BASIN %*� %% x <, ® y O x X X X X X X X X X X X X X X X X x % %mac -l /;'/':::'".. O ® x x x x x x x x x x x x x x x x x x x TRASH ® BLDG.3(TYPE B) BLDG.4(TYPE A) x x x x x x x x x x x x x x x x x x x % / s O w ? t Kms' PROPOSED POP ` LAWN ® FIN.FLR. FIN.FLR. NUMBER OF PARKING STALLS xxXXxxxxxXxxxxxXxX % RECEPTABLE (TYP.) EL._- BLDG.6(TYPE D) tx, 2 L. FIN.FLR. % x x x x x x x x x x x x x x x x x x x 23_25' ADA EL - RAI E XXXXXXXXxxxXXXXXXXX �— PROPOSED ADA HANDICAP HAND! C RAMP 23_25' ETENT�ON R x x x x x x x x x x x x x x x x x x x ❑�� ST R X x x x x x x x x x x x x x x x x x _ _ SW10A ACCESSIBLE CROSS WALK y !4 conifer.. ® ❑❑❑❑ X % X % X X X X X X X X X x X X X X X X X X X x X X x X X % X % X x X X % X x X X x x X x X x FIN. FLR. EL. PROPOSED BUILDING %FAL ESIATE DEVELQPMF NT, CONBTkYCTION s MAN AGEME N7 O X X X X 7E X X X X X X X X X X X x % X X X X X X X X % xXXxXxXxXxXxxxXxxxxxXxXXX % xxxXX FINISHED FLOOR ELEVATION x x X x x x x x x x x x x x x x x x x X x x x x x x x x X x x x N ! MAI B XES ElC)E]J0 T MAILBOXES _ % X X x x x x x x X X X X X X X x x x x x x x x x X X X X X x X x x x 6"> PROPOSED ELECTRIC M` (N ) 4' HT. ❑ ❑ — / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % f j ORNAMENTAL ❑ ❑ x x x x x LIMITS OF 100 WETLANDS �'"� TRANSFORMER ® ❑ ❑ 4x7xCxX xxxxxxxxxxxxxxxxxx FP�EL BI E FENCE (TYP.) x x x x x x BUFFER \ \ v.Q ❑ ❑ CXxx xxxxxxxxxxxX % % �,--- PROPOSED DRAINAGE SWALE ,`rr ,�t�v fl ' O / FIN.FLR.EL. 29.0- ADA x % % x OPEN SPACE PROVIDED x x x x x x x x x X X x f7 ��r U, HANDICAP RAMP x x x x x (TYP-) _ x x x x x x x x x Q- 0 , 9 r RAMP BLDG.7(TYPE D) x x x x x x x x x x x x x x a c x x x ///_ 1 ;I- FIN.FLR. x x x x x x x x x x x x x x x x x x x x EL._ / O' RAIN GARDENBIO-SWALE/STORMWATER RETENTION AREA SW6 RAIN GARDEN 23 25' x x x x x x z x x x x x x x z 1N/ x x x x x x x x x x x x x #� Z? i( STOR / \ STORMWATE O O \ RETEN710NgER RETENTION AREA z x x x x x x x x x x x x x Q)I STREET O sw5 —Q-A _ SW7 x x x x x x x x x x x x z x TREE, O x x x x x x x x % x x x x x x x x x x x x x \ v E NOTE .: % x x x x x x x x x x x x x � BLDG.5(TYPE A) % x x x x x x x x x x x x x x x issued date description x x x x z x x x x x x x x x �- - x x x x x x x x x x x x x x x x x x x x FIN.FLR.EL.=25.15' % x x x x x x x x x x x x x x x irk x X X X X x X x X X X x X X X x X X % % % X X Q I x x x x x x x x x x x x LIMITS OF 100' WETLANDS ' x x x _� \ x x x x z x x x x x x x x x OI x x x x x x x x x x x % % % x BUFFER/ K x x x x x \ X x x X x x x x x x x x x x x x , \ 1 3-26-18 ADDED TO SUBMISSION PER X x x x x x x x x x x XXx % x x x OPEN SPACE PROVIDED K x x x x x \ TOWN REQUEST K x x x X x x O O �\ x x x x x x x x x x x x x X o � xxxx X X x % xxxxxxxx Xxx (TYP.) o _ 7-19-18 2005 WETLANDS DELINEATION U > O a a \ X X x x x x x x x x x x x x x X x X X X X x x X X X X X % x x x X x X x x x x x A x x x x X X x X x x X x x X x X x X X x X x X x x x '7 LL x x x x x 'x x % x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x X x x 4 r� D x x x x x x x X x x x x x x x x x x X X x x 3 1 1-20-18 REVISED VILLAGE SQUARE # ! RAIN GARDEN/ L! 0 #! x x x x x x x x X X x X X X x x x x x X x x x x x x x x x x x x x x X x x x x x x x x x STORMWq ER/ % x x x x x x x x x x x x x x x x\�{ % x x x x x x \ I #j x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x REENTIONAREA SANITARY x x x x x x x x x x x x x x x x x %x x x x x x x x x \ O O � x x x x x x x .x x x x x x x x x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x Swe o PUMP � x x z x x x x z x x x x x x x x x x`\Xx x x x x x x x x O { x x x x x x x x x x x x x x x z x x x x x x x x >f x x x x x x x x x x x x x x x x x x STATION x x x x x x x x x x x x x x x x x xxxxxxEXISTING TREED x x x x X x x x x x x x x x x X x x x x x x x x x x x x x x x x x x z x x x x x x x x x x , •' ca - xxxxxxxxxxxxxxxxx x O AREA TO REMAIN x x x x z x x X x x x x x x x x \ � x x x x x x x x x x x x x x x x x x ------ — x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x `) AR i x x x x x x x x x x x x x x x x x x x x x x x ���/�x x x x x x x ' UNDISTURBED ��/� � x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x /x x x x x x x x x x x x x x x x x x x x x N L x x x x x x z x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x X RAIN x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ISSUed date description U) � x x x x x x x x x x x x x x x 0 x x x x x x x x x x X. x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x z x x x x x x x S70RM ER % x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x RETEN1IpNAREA 3 � � r SWg x x x x x x x x x z x x x x x x x x x x x x x x x x x % x x x x x x � x x x x x x x x x x x x x x x , a a(y x x x x x x x z x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x O ¢ I i 'i x x x x x x x x x x x x x x x ' % X OPEN SPACE x x x x x x x x x x x x x x x z x % x x x x x x x x iii x x 273,408 +�-SF x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x +� % x x x x x x x x x x x x x OPEN SPACE x x x X X x U (6.28 ACRES)x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x O ` f x x x x x x x x x x x x x x x/k x x % x x x x x x x x 273,408 +/-SFX x x x x x x x x x x x X A A A A x x x x x x x x X X X x x x x x x X X x x x x x x x x x x x x x x x x x x x A x x x x x 1 U7 % x x x x x x x x x x x x x % x x x x x x (6.28 ACRES) O x x x x x x x x x x x x X x X x x x x x X x X X X x X x X X x X x x x x X X X x x x x x x x X X X x x x x x x x x :;--'lox, x x x x x x x x x x x X X X X X, KJ � ^ti � � X x x X x X x X X X x X X X X X X X % x x x x % X X x X X X X X x x x X x % x X X x X X X X X X X x x % X x X X x X X x X X x % xx x % X cn`m x x X x x x x X x X x X x x 11-1 �¢�� � ', x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x .40 x x x x x x x x x x x x x x x x x z x x x x x x x x x x x ��>) x x x x x x x x x x x x > % x x x x x x x x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x �x x x x x x x x, x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x i 11 x x x x x x x x x x x x x x x x x x x x xlop x x x x x % x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ` x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x z x x x x x x x x x % I x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x N % x x x x x x x x x x x x x x • x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x i % x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Q , ;,- X x x x x x x x x x x X x x x x x x x x x x x x x x % , / x x x x x x x x x x ` x x x x x x x x x x x x x x x x x z x x , I � r � V , x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x "!y x x x x x x x x x x x x x x x x x x Qa x x x x x x x x x x x x x x x x x x x x x x x x % x x x x x x x x x x x x\x x x x x x x x x x x i� s I e �� x x x x . , x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxXXxx xxxxxxXxXxXXxxxxxxxX xxxxxxxx OPEN SPACE �0�� x xx _ X X X X x X x X X X x X X x X x X x X X X x X x x x x x x x X X X X X x X x x x x x x x „{�O 1... X x X x x x x x x x x X X X X x x x x x x x x X X X X X X X X x x x x x x % V 1 4z� 1 o, 6 x x x x X x x x X X x x x x X X X X X X X X x x x x x x x x x x x x x xxxxxXXxXxXXXxxxxXxxXXxxXXxXXxxxXX PLAN wl� x X X % X X X X x X X X X X X X X X X X X X X X X X X X X X X X x X ' C ` — ' O x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x N �'c''18- ,—'`' •.�,,,�_ ` X X X X x X X X X x x X x X X X X X X X x x x X X X X X X X X X �� �, , ,_ �✓ - _ xXxxxxXXxXXXxXXxxxxXXXXxxxXXxXx ` _''�-- - _ xxxXxXXXXX % XxXxXxXXxXXXxXX % XX "v ' `'' x x x x x x x x x x x x x x x x x x x x x x x x , 41 � O 67,5 x x x x x x x x x x x x x x x x x x x x x x x 1/1--X P'P. a '' x„ x x x drawn by: LFC Qd, �, checked by: CFD C-) .Vi_µ o 'r' I scale: AS NOTED E X11 � a DEC 1 2 2018 Ld' project number: 17106.000 0 OPEN SPACE PLAN O SCALE: 1 —50 Plur;n;nt,; r{t O o 50 100 sheet number 00 v Feet THE EDUCATION LAW OF THE STATE OF NEW YORK O O PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 00 IN THE DRAWINGS AND/OR THE ACCOMPANYING _ I DSI \tj 00 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL SD2 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U r� THE FULL EXTENT OF THE ALTERATION ON THE 0j DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) d WETLANDS LEGEND _ DWELLING UNIT SUMMARY AND PAP KING CALCULATIONS SITE DATA TABLE OCT, 17, 2017 FRESHWATER NUMBER QUANTITY MIN.LIVABLE MIN MAX. PARKING PARKING PARCEL SCTM 1000-040.Oo-0^a.0ID 001.00 C1 r?:,'° . ,,, WETLANDS BY GARY GENTILE, OF PROVIDED AREA REQUIRED LIVABLE LIVABLE REgD PROVD ZONING HD(HAMLET DENSITY) y:,;`",:, :_3.� ` BE (SQ.FT.) AREA AREA TOTAL SITE AREA: 17.2 acres(749,232sf) ``'"'Y`` ''`• ', - LKMA, ACCEPTED BY " • 11 SOUTHOLD TRUSTEES (280-23 PROVIDED PROVIDED' E,UILD4 BLE LAND A5 DEFINED PER 280 4: 13 3 acres(578,014 sf) (EXOLUDES 1NETLANDS) �.; :;_',i(;_.;Y,°,.`:1' ' -1° r,..T" :!i, ATTACHMENT (SQ.FT.) (SQ.FT.) atx+icn Description Re uired Provided � -:; °~ ,- :<; PERMIT#9174A, 3/23/2018 • > 3)' 280-22 A. Permitted Use ivy ultiple Dwellings Multiple Dwellings ; ' , b: 2005 FRESHWATER WETLANDS IBR 14 600' 714 794 X1.5-21 20 plus 4 280-23 Attachment 3 Lot sine s uare feet 20,000 578,014 13.3 "1 ," .��� BY C.W. BOWMAN, LAND USE landbanked acres) `" '- £ a'``'.. ESI„ AFFIRMED BY NYSDEC 2 BR 22 650' 868 973 X2.0-44 43,plus 3 260-23(Attachment 3) Lot width(feet) 75 250+/- '. 1... ;` ., . "• � LETTER 6/20/2018 landbanked (adihofb klabklandl „`;, i s.„ 3 BR 14 650' 1181 1264 X2 25=91.5 32,plus 3 280-23(Atka chrnent 3) Lot depth(feet) 120 664f/ ' 100' OFFSET TO 2005 dr Ili baiddabkkrd :�" - ` >rff .>:;,; „ „-,,.,•,,, 280-2 ttachment3 FrGnt and feet , 11 WETLAND BUFFER LIMITSa ) Y ( ) COMM,Oa M My r,.„z.'11, i,,/ i%%*' 0 7 n dbanked ! 1 �''� 1rl� f } `'� 3(A. 35 61.1 �- LL; `� �\ PROPOSED 2005 WETLAND 'A" BLDG. r '% ` %`;" 280 23(Attachment 3) Side yard(fee#) 15 102+/ \ BUFFER LIMITS a x'� _1111 2so 23( ttachment 3) Both Side yards(feet) 30 383+/- f `' TOTAL 50 , 97 102,piusl0 280-23(Attachment 3) Rearyard(feet) 95 402+/- " PROPERTY LINE (TYP.) /� 71s; r, a LIMITS OF RAIN / \ UNITS :; r, :. landbanked 280 23(A+tachrnent3) Maximum Lot Ct+ eraffe 25 6,0 '' I i GARDEN / 'Per Note 2 Jn28023AttachTent3,orie-bedroom urNts may have 600sguare feet rr"Mum;mlrNmum (%) (bu9mg 325 Wireless Boulevard, Hauppauge, New York 35 SETBACK LIMITS FROM \ } , f} ar�lbL,�n..,�d 11788 SITE LE STORMWATER oor area o all unity rn be reduced to2100s or rooderate-arad or Jbwer�cost dv JJi s. PROPERTY UNE • � RETENTION AREA -- / 280 23(Attachment f:) Building Height(feet) ss 21 Phone 631 300 1 01 0 _ Per 2&0]37.A.�TjIb1 At Ieast�09G of tF�e total rwrrlr c4`z wrJts proposed must not fx Jar�er them 3,2Gt7 �M�- PROPERTY LINE ,I I S 23.34'20" LIMITS OF ' I square fee Woble fJaorarea 280 23(Attachment',) Number of stories 2.5 2 I � �. E ,/� 275 Wetlands setback 10 If 117 4 `��-��� EXISTING WOOD LANE Q BIO-SWALE / r _ owner/developer: I STORMWATER �� 280 78C Parking Stall Size 9x.14 9x20 CONIFER REALY LLC PROPOSED STORMWATE RETENTION AREA � ,_ 280-107 BuiIdmgLength 125'rnax 119'max 83 E. Main Street,Suite 600, PROPOSED GRADING LIMITS 280107 Building Separation 2x may height d2(2xmaxheight TREATMENT SYSTEM 7 .- � afzi) Rochester, New York 14604 �t Ld 3 I r O 0 .., .� 427.3 ' 280-107 Accessory Building 20' 23.1 PROPOSED CONCRETE CURB 35.0 (S J�Q- S 21• AFFORDABILITY NOTES: Separation '-, \�� �� \ 23 30 ESite/Civil Consultant 6 10 280.137.A.(6)(Attachment Minimum Open Space, 30% 45.1% x PROPOSED CHAIN LINK FENCE ��Pe�2 �. �i�OJ LIMITS OF 10 OPEN 6.00 I. Affordability:All of the units must be made affordable for 50 years, p SPACE (2005) SETBACKS 6) 139 acre site tftua'bu/ferarea ` * �, .,�' as described below: �' Neraa,rd5/awdan e ���a /� J 3 r(P, � / � 25 units (50%) would be affordable to households earning Mrd t nrw�n PROPOSED 10' OPEN SPACE �`� i .1. o.... . .,.',.. . _ ( ) \ I. •�; 1 = N _ LIMITS OF 100' (2005) up to 50%of the Average Median Income AMI , �, ( )• 260 137.A.(6)(AttathmerR Minimum Blrffer(feet), z5' 1aa '..�� '� o WETLANDS BUFFER/ OPEN \ ' BUFFER LINE I� w \.. Q 6) 1 .39 acre siterrnt wacbnr}s) o �� is{ 'kcr . ; ; :{ SPACE PROVIDED (TYP.) 19. 25 units(50%)for households earning up to 60%of the AMI. p a3 '.4. '.:/4 ! pO,, 280-137.A.(6)(Attachment Minimum Open Space 10' 10' PROPOSED DRAINAGE FLUSH i , 1a �:'! �" I ��\ 11. !. ii. Rental Rates:Rental rates will be established by the Southold Town 6) Setback(feet) ® INLET , z V I �. 20 ��.'. .: � .. 11 { ].: •+% �Y, \, �'' ' \!y Board based on the AMI published by HUD annually for a family of 2ao 750 Entrance/Exit Grades Does nar eroeed 6% Does not exceed 6% PROPOSED CATCH BASIN 3 W oo 1< ( `" ` ,'_ Z \ \ within 25'of street within 2s'of street L K Md-EAN ASSOCIATES, P.C. [. ': 1 /: .:•,' four in Nassau and Suffolk Counties. a .. ., fir. linenarlb?6atany Zine nor 1096atany �: a I. / / O ;' N .'.:'..I :I{. �.J I� iii. Perpetual Affordability:At the end of 50 years,50%of the units will trtherpoint other point LONG ISLAND, NY PROPOSED 2 PAVER STRIP \ 0 280 105 Fence,walls orberrn 4' 4'm ax. 437 SOUTH COUNTRY RD., W € { ': ':�' be ke t affordable to households earnin u to 80% of the AMI M......,4.{ . t,; I FOR VEHICLE p g p NUMBER OF PARKING STALLS s� =° . !9 ! i7` ' - perpetuity,OVERHANG (TYP.) �,jy i . .% I r (TYPE C) p p y, while the remainder will be allowed to be rented y Tel: 631.286.8668 tie�` U W i!{ . s \.. ... _.... •.'. .... at market rate. 260105 Fence,wallsorbeirn 6,5 3'max.forberms PROPOSED ADA HANDICAP "' Q r q � +t j BENCH (TYP.) height in and /retainingwalls .. {.i;. ') rear ands Ido erimeter x \ '. ACCESSIBLE PARKING STALL w1 rn � 1 . I rp P ' p ' { , o \ /i fencing -� O y , uJ -AF111"-',- f! ` ..� I\N /Q 280-117 Freestanding Outdoor 14 14 ❑� PROPOSED ADA HANDICAP :d <� S3- _ �� �' I I \ ,' '� �i Lighting Fixtures-height DD - r�' , ,.M r Y ,E ,d DUMPSTER rlivwnw rlvvn IGLCVHIIVIV �, i2s.o ground VINEYARD VIEW I• `�. y,;;. in / % ,,f,,,,:,:;' I''.%„ -.y--'>� ,:' (TYP.) level % F '.-rr-%A k lelr'^Mk A r-M 0 28.5' „ ,,, „ NORTH ROAD PROPOSED ELECTRIC14� '" pt, LANDBANKED i `, s ('' ;yO;a„ ;;; (TYP.) "-4,��J. '", PROPOSED TELEPHONE LINE :, % � .; ,; � - TOWN OF SOUTHOLD, N.Y. 1 1939 %, L�J C7 z N Jrr `� YC rr :''rip's esu:iro k PROPOSED DRAINAGE SWALE ° '_ . ;111,,: I'ti o \ \ I ,. :' ,, , 3, ¢° ; r� y LIMITS OF 10' \ - 1 { �5 :I / ; je,; \ BUILDINGSUh�t41.ARY o:;.:' „ LIMITS OF RAIN y> �'„ N C? " (.. ,.:.: a:7, OPEN SPACE ,, ,;' ',;,.f:..,..;. } I �. r:'/ ";,ti,.,:- - -J<f - GARDEN ID TYPE NUMBER OF UNITS M,�>C. MAX MAX. LIVABLE BUILDING ;-,, :.;, -'?. PROPOSED STREET TREE r~.�K ' - SETBACK (2005) RMWAIT R � NO. LENGTH LENGTH WIDTH AREAS ARE, ,i;"%%v'/ �nousr mI. I. 1. 27.0 /- =89.0 � STO E Q a TYP. z se o//// o. ae 24.0 ( ) RETENTION AREA T % yr /, 11 r' ei.-- REQ'D PROVIDED (FT.) FT-) (SQ.F .) v%,,,. ;,,; i/, TYP FT. FT. ( ) ( ) / ;i 0 OCT. 17 2017 = „ ;A r� , i. `"a SURFACE LEGEND: IBR 2BR 30R ,mac ;d WA WETLANDS 1 FRESH TERs �� .<- ///�/�,,. ,.,.; . . 10 x 0 ;S T BLDG.2 \ 1 C 6 2 2 12 S 115' $ 8 7 c7' 6"022 ASPH A IL R POSED ;. P 0 7 DUMPSTER l ,.,,, W, � W'�. (TYPE B) J.': MAINTENANCE - - BY GARY GENTILE LKMA " a' 4 4 5 7' S4' 8 490 6 161 : 2 B 2 12 11 t PAVEMENT `"'::s i. I TYP �s� B NCH TYP. ( ) SHED - - 1 r '. .z ,:: .: .'. ACCEPTED BY SOUTHOLD 3 B 4 4 z 1zs 117' S4' 6 9.6 E 161 �, ,,: ,., 5 J, _- ( �:' TRASH RECEPTACLE TYP. � '..'' : w \ �� PROPOSED CONCRETE �/'''' �: -' ( ) G TRUSTEES PERMIT 9174A, 4 A 0 4 1 12S 6s' �cr s,o�t 3,125 1;; ,, � bias \ � # .', .: .' 5 A 0 4 1 125' 6� 50 5,028 3.123 a �..: ,.:; .`....;. IT' ` ew ��l. DUMPSTER O �P 3 23 2018 PAD SIDEWALK �... as �, .. r . 3 N : \. O' 6 D 0 2 3 12S 74' Sd 5,591 .,657 OR PATIO I. . •o: °' '. �, \ -0 ,: 4 %�/ r>n�, ,.f, ; ;,. l.:.2 . L� : \�!�C 7 D 0 2 3 125 74' S0 5,5_1 3,657 p ,. ,,.,, 2 /- r' /,- a I---'-11 J% C 0 1 1 i f o 1 s comm.caMM ro. ,, f! ,.�. 1St) •'.: . .. y ..off / i. V .. , i" 3 € /' c 5 29 -� O , - 005 FRESHWATER ,•� ,:' ' / i2 ,: J , PROPOSED BUILDINGa �. „-,,:,, %,,..,. � � „, :..�...: 1 8 BLDG. / ,.° ...� ` S• m / I n i G +; /r. r C �l . . o � WETLANDS Y W. /. , . ,. ,,,," ,. :..:.. .. �, 100 8 Iv1AINT •t rsrAr oe iafat"r "a R r " ttANAffi r�t,rt -ter,., a,.';'Vii.. O l .'i, l E y r C O t M C A • % /,ab WITH 1 - 'a /a-- O R 0' BOWMAN, LAND USE ESI ,._.. ROPOSED LAWN AREA o PLAY A EA 6 J B P �! ,�► a ? 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C2 A '111a 89.5 BLDG.6 \ WATERpe r e r 9 ¢ �.r ��A t7 c1 zF0- Mt`STORtPOSED �,PROi�/I � rA / � 1r!r- 3TY E D'P A' cb. \QP �:IOSWALE a �.. A � f r {`:...�...: t r' .-�,. RAINGARDEN OR B y I•# 1�131� 4 % ` " ���.' �:�:� .J J O O: g f ti.: RA 1 5 t3 M� b�. d, rn; ,� 87.5 J ry:: r H REC ••c� :.,:.. iii/'>, ,u, �' N \ ,r r 2 ) °`V CONCRETE ; :: ':..,..:, . .,.. ::;..;;.;: o- \:,:.72. PROPOSED 4, ,,r, ,. / /- Ci s IP �` Lz) , •GR / / 0: ./ss� z e a TWORK 1- Q :, r FLA --__... .o. IC - 3. iN3z >.y F? �,a /.,, ✓ 't 6 '� 1 I 1 OV TY _ l '' o f.. ex aD 3- e, .» 7 rJ a ,�, 0 0 0 , 1 i' o 0 Y ROUND ,� SILVeR /. "�' •A ED PLA G o PROPOS � '.� 0 0 , 3 / I IK r. I � I� ►uP '.ro Fy,'. O O O LES el y 73 i ,. MATCHLINE A_ A i:=�� U O O ,s/ 'RACKS' ..Z, R flAAI N. /' TILE - �w t, I -, „ . �� - Issued date description :: .. %„ Ir - - ^ 67.. -� N d t d ri t' p _ wwF m / t :xv i. y„ �; `' - r r - - I.... " - ,�r ,'ver,' 1 7191 2 WETLAND DELINEATION � �d- ch 8 005 $ D O � I, PARKI- i A S N x. % P 'O L8 E i% ;, , IRRlcan } �', F- 4 �N N � a �''., u, �;',... A 'r z COMMUNITY y,,, ,,,, ,"': +"" -"�":'''` - - j. 1O' OPEN SPACE � CENTER& '�, ,,y,,,;<ej, �,,,. , r '1�ANL3ICAP//,�% _ SETBACK / � ����� 2 8-29-18 DRAFT RAIN GARDEN CHANGE CWALEASING ,y RAMP' ✓', -,,I p III R 'D'RpZ ,n/ ��: " :' �- +. 3 9-28 18 PROGRESS PRINT T ,, ti OFFICE y"::1., 3 -� ti ?; r,. It E re t 40 - o ' 5 - > '36.0 / . �.:... /..>,,k,,�st <,w,, rr�u :..' <::`:; 4 11-20 18 REVISED VILLAGE SQUARE �� c v {. .� S . .j..`,<'.,:. ( ', BLDG.7 1 - ' W 81 . j 9Y, 101,11" (TYPE D) W5 12-7-18 ADDRESSED 10-2-2018 .i. >. j <, , ;.4 COMMENTS TREE, :'. \ " ; __JT i. 87.5'M y,,, SEE `� o ;, fi. '' _ OTE 9 1 ' - , ,�� rA BLDG.5 4; er, i` 15.0 \ l (TYPE A) ,� ``"' q g, , a, issued date description . LIMITS OF 1, I ex.: ,,,118,,1 ''air ,,?;' tri \ r ,,: -. \ N. BIO-SWALE / \ i ,.,3_ %%°'::'.. °3` r O "� \ Q, I i''`35.0' STORMWATER \ o \ /� a ," 3 i,�� i RETENTION AREA, 20'0 ' ""'° LIMITS OF 100' OFFSET y ,a ti i o I r LIMITS OF RAIN \ - " ..�111 NP') arra 0 -///p FROM (2005) WETLAND I { GARDEN / 16 :., 11 ! ., \ DELINEATION Cc SITE PLAN NOTES: i 'L LIMITS OF RAIN GARDEN / w" STORMWATER ^r% -' i 1. BEARINGS ARE REFERENCED TO LIBER 11957 OF € Oyu RETENTION AREA STORMWATER RETENTION AREA % 10' OPEN SPACE �� e' � ' ITARY SETBACK PROVIDED (TYP.) �� \ DEEDS AT PAGE 433. a 0 � ,...` ..1 . , 1, ail 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC /J'J 2' PAVER STRIP FOR -1 PUMP \ SEWER AND WATER FACILITIES. ZONING G,,G 0• Ii. STATION / I , cn , _ ///- VEHICLE OVERHANG �I REQUIREMENTS ARE RECOGNIZED BASED ON THIS 3 EXISTING TREED �9 '_ (NP) j ., ASSUMPTION. AREA TO REMAIN 'p P_ ' _ U 3. SITE MASTER PLAN & BUILDING LAYOUTS FROM I UNDISTURBED 0� ��� DUMPSTER /- '. �' �: \ //� BY BEATTY, HARVEY, COCO ARCHITECTS, - / �� (TYP.) W . ` '.' / . I� NOVEMBER 2017. I \,\, U \ '\..I ..":.. ,.�, , \0 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF . : : � m \' ': .:,':.\','. '. I NOV. 13, 2017 BY LK. McLEAN ASSOC.. P.C. ,� a ,,,E \ - ,... .:. / O p a M€mw" / O \ \ 5. PLAYGROUND DESIGNED AND CONSTRUCTED IN z / o ACCORDANCE WITH SECTION 1.02.01.C.6 OF THE 0 3 " _ 0 o P Ii- \ title cri NEW YORK STATE HOMES AND COMMUNITY "' , rx otAac,cLusr LIMITS OF 10" OPEN � I LIMITS OF RAIN r v J �=` - RENEWAL DESIGN HANDBOOK. r °'°�'°�"" SPACE (2017) SETBACK am S 6. ALL PLANTINGS SHALL COMPLY WITH THE NYSDEC GARDEN T ! 0 � / - AND AGRICULTURE AND MARKETS REGULATIONS ' I ( ) STO RETENTION R 2 , ��0 '� j 35' SETBACK w RETENTION AREA y / ' SITE PLAN N CONCERNING INVASIVE SPECIES. r LIMITS FROM ��P �`� r•7 7. PLANT MATERIAL SHALL BE INDIGENOUS OR PROPERTY Z -Q tX . NON-INVASIVE TO THE CLIMATE AND AREA, • I LINE /� "I 1111, _ \� NON-POISONOUS, AND BE SELECTED TO ! II / `f' % PLAN KEY /� _ �I MINIMIZE WATER USAGE AND MAXIMIZE ENERGY II -I \\ /\ -, � /�/ LIMI`TS OF RAIN C \\ / °' EFFICIENCY. I \/ - -a 8. PLANTS TO BE DRAUGHT-RESISTANCE AND I \ \ / � DEER-RESISTANT TO THE MAXIMUM EXTENT / I/ I GARDEN / i \ c , STORMWATER \ Q POSSIBLE VIEW SIGN DESIGNED LOCATED AND i 00 %.4 /\ _ ,-[�II v RETENTION AREA / 9. VINEYARD 3 \ t_ � Sl-B o- SIZED IN ACCORDANCE WITH TOWN CODE 3p,, ' ',, B 41 -1-1:3 S -A drawn b LMY 10. STREET TREES SETBACK MIN. 5 FROMy j RIGHT-OF-WAY. QUANTITY AND SPECIES TO IN LIMITS OF 100' OFFSET, FROM � ACCORDANCE WITH TOWN CODE AND AS t:�� . :�iDIRECTED BY THE PLANNING DEPARTMENT. (2005) WETLAND DELLIEATION \ checked by: CFD 0 11. ALL STREET TREES SPECIES WILL BE ` \ I (BY C.W. BQWMAN - LAND USE / scale: AS NOTED 1-1 WIRE-FRIENDLY /N ai N ECOLOCAL SERVICES, INC.) \ ,,gyp ,� E +e 12. REFER TO SHEET E-1, EXISTING CONDITIONS & / W/ °- ° REMOVALS FOR ALL NOTES AND CONDITIONS 8'0 a' a- RELATING TO WILDLIFE HABITAT PRESERVATION 22.1 0 W ,\% / 6� S 1-�, S11- V') D project number: 17106.000 co 0 13. REFER TO SHEET E-3, EROSION & SEDIMENT \ CONTROL, FOR ALL NOTES AND CONDITIONS � ')V _-----.--- 01-1 RELATING TO SITE CLEARING. THE PLANNING •' r l DEPARTMENT MUST BE NOTIFIED A MINIMUM OFV 3�67 100 200 564.5 �� (ln I� `V� r 2, \ � _ 112 I� �, L� �� I sheet number o-.-._.-.. _ 2 BUSINESS DAYS IN ADVANCE PRIOR TO ANY O __ _ / l 11�IIsTHE EDUCATION LAW OF THE STATE OF NEW YORK r O ti ;.y. �. - ._ ,. • \ l l / ,y ,U U! E C a- 2 G 1 �„J PROHIBITS ANY PERSON FROM ALTERING ANYTHING O U SITE DISTURBANCE. FeetIll, N J 14. REFER TO SHEETS LS-1 THRU LS-2 FOR ALL " S THE DRAWINGS ANDS I THE ACCOMPANYING ' SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION .,/ NOTES & CONDITIONS RELATING TO PLANTINGS, "' SCALE. 1 50� I OF A LICENSED PROFESSIONAL ENGINEER, WHERE C I - n "r'I" IJ'"i1 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL J � L FERTILIZER, PEST MANAGEMENT, AND FOR � � - �{ � Fir,nni^;,I'card ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE FURTHER CODE ANALYSIS AND SPECIFICS L------- --- �-� LD RELATING TO SECTIONS 280-95A, 280-95B, AND , THE FULL EXTENT OF THE ALTERATION ON THE a) 161-44. (YS ED. LAW SECTION, DRAWING AND/OR IN H72009E SPECIFICATION 0 WETLANDS LEGEND OCT. 17, 2017 �v~ _�._ ---�--"`—`-� � LIMITS OF I ! -,•.. �~ FRESHWATER WETLANDS �-.._..-r----- BIO-SWALE • . STORMWATER BY GARY GENTILE, LKMA, � \ ACCEPTED BY SOUTHOLD i , � RETENTION AREA LIMITS OF 10' OPEN SPACE (2005) SETBACK TRUSTEES PERMIT#9174A, i � — /f� � (TYP') 3 / \ 3/23/2018 t � . � \\ / \ LIMITS OF RAIN _ / /�` ' / �.-*-�'\ \ � GARDEN. 2005 FRESHWATER I LI I . I O STORMWATER RETENTION AREA WETLANDS BY C.W. I' I ! „I I .i. BOWMAN, LAND USE ESI,, ( I I I �� e I• � LIMITS OF 100' •r`—.�w—�'O®�O•�8-'�m•'—o—••.•� '•Oa',•'-.•�—•'o•'• '•'•-'•—PPPPPPPRPP-R IRR—-RRARRRRvOOOAOOI -OOOOlNa�P-PPPPPPPPlGneOOO�OOOOOOArwS SSSSSSSSRnEEALEEEPEEEED n EDFDDDDRDDDDTE�F O/NII'•ARrECPTVDLCPnMRSOAEOREOL ELPWSAGANNn D6EEHYIECN CN d PATGRAB2RCH ARAEY 0G2 TELTOTR0GTEENEUN0E2ED YEA 05NS S1 WDADW8LRA EI E ELCTEAE ?Ai }, lI �_;,yd•y_��' ;:��';;,,,.=°%.',�"..'- 1�..,J,I,,P`.,N�_•.�"1IIIIIIIIIa.'\%'•;'.'y-.,`:-,,;,Q,�%,:�,.)IIII(1II'i,.�.....,.„,,/,.'�,:;/..:,IIII1I.1�1IIIIIIII)IIII�... ��IF�IIL,'.•;;'•-'•,,..'...:. ••...1,�•,:••Q.,.•—�,•1—�,;'����r'��.ai-.•.,.>\•f ••�.;.•':�•�•%•..•;''%.�1>1}�(IIII�III�III'.,''., ��IIIIIIII(I.I.//',. 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BOWMAN AND USE Phone 631 300 1010ESI AFFIRMED BY NYSDEC SITE LEGEND: owner/developer: °1d 2b CONIFER REALY LLC 2 OCT. 17, 2017 FRESHWATER 83 E.Main Street,Suite 600, F — F NTILE, LKMA, Rochester, New York 14604 O PROPERTY LINE EXISTING WOOD LINE LAWN PERMIT#9174A, 3/23/2018 ieCiviConsutanPROPOSED GRADING LIMITS PROPO2' PAVER STRIP FOR VEPROPOSED CHAIN LINK FENCEHICLE 94;x OVERHABLDG. � NG (TYP.)12 PROPOSED1 O' OPEN SPACE o� BUFFER LINE � (TYPE C) L K Mc�AN ASSOCIATE , P.C. PROPOSED DRAINAGE FLUSH O LONG ISLAND, NYINLET BROOKHAVEN. YORK 11719 Tel. 631.286.86NEW 8PROPOSED CATCH BASIN NUMBER OF PARKING STALLS F7 S3 PROPOSED ADA HANDICAP : o — ACCESSIBLEPARKING STALL I 0VINEYARD OH ROAD VNIIVIV PROPOSED ADA HANDICAP T WN OFSOUTH LD N.Y. 1 9 3 9 % 0CDUMPSTER PROPOSED ELECTRI77o / f IILANDBANKE X. 0 TOMAIN D LIMITS OF 10' OPEN SPACE 2005 3,0 SETBAC TYP SURFACE LEGEND:AVEMENT 11T PAD, SIDEWALK IOOR PATIBLACK S S ' kiAE i�TA7[6,YEI;tMCtt,A„QM1TtYC7EQN MAMATiftMT LOCUSTTO m 19 LLPROPOSED BUILDING REMAIN . seal G.LIMITS OF 100 (2005)WETLAND DELINEATION PROPOSED RIP—RAP (BY C.W. BOWMAN BLDG. 2 LAND USE ECOLOGICAL 87PROPOSED STORMWATERERVICES, INC.)wc.)(TYPE B} OR BIOSWALE 21 BENCH TYP.€ FLATWORK TRASH RECEPTACLE (TYPissued date description 1 7_19_18 2005 WETLANDS DELINEATION0 00TILE88 \0 DUMPS ER 2 11-2018 REVISED VILLAGESQUARE _ T COMMENTS 89 Y 3 -7 18 ADDRESSED 10-2-2018 . ,Qn-U /�.0LoN—dQJc0Un_vaaLLU>I I I tii t r ik d pi I I a' r ,.. 1 /a9 • ..,,..y//. ..yVinv,,:,;%o•alCu,,G.r°cc . ,r R,a i r.tr � E q9 , fG;4wI •�:. •5v/„�,Y •';s—'' t yi. a� - w;r ./.M i, /,/J."•� ,i r ter,.t it �'•Sf` , x "f moia ., .,,..,.,O qs a A,c r#/Ii .f -C• ''PEiy%'>r• n.e /1,l a- ' — '..,,ri�• r;,•y,,, yr • "♦" ; — " y ,- . " r 1/ , - r/ 0t ” s•,' "\T/Y\ Po o r t1 '4 • r c. 1t 1 r d � % 11(I rti fi ;/✓r, , 1F — F V 30 .PF 2 2 7 24 te .`�. O. — — a �te 7' t1o eet D D r_ IIiI i ` ay.d Gr h-.. , r,Vi[�l%ii P tas o \t : „ � r 'o r :,av,f:im;,;T•,�«,,.y ,,,,.<,,/,.�•r„.y'., .r « . /t /yl ' { ,,irf7 � E DD }fI PtI ROi F � I n 1:7:1 r II �a I� \ issued d ate description FLAGPOLE',w1 . \34' I PLAYGROUND 35t? 1M P � v o PLAY AREA WITH PERIMETE R 4' HT. F F ORNAMENTAL FENCE PTABLE.'(TYP..)'-3 O 43T REa BLD 3B r 15.0f titleW2 (TYPE A•W 5% SLOPY cn E 1 ( NORTH ) SITE VILLAGEf4 SQUARE PLAN WN LAaREA. DrC � 22013 NPLANEY C� TY T AE 2 drawn b7 STIP F0R EGRASS checked C F D r i 20 40U 0 scale: AS NOTED FeetS 4pr 1ec✓ yS1 A t number: 1 1ob.000SCALE' 1 -20+ 0) -a 47 O WC IX30 FIRE TREAM. BIE RCsheet number El El F""I El THE EDUCATION LAW OF THE STATE OF NEW YORK 00 -2 tRcAoR PROHIBITS ANY PERSON FROM ALTERING ANYTHING nIN THE DRAWINGS AND/OR THE ACCOMPANYING IFICATIONS UNLESS ITS UNDER THE DIRECTION Li ESSIONAL ENGINEER WHERE ENGINEER MUST SIGN SEAL DATE AND DESCRIBE ARE MADE, THE PROFESSIONALSSIONAL 53fl6SILV O THE FULL EXTENT 0F THE ALTERATION 0N THE MAPLE TO 5 —AS1 _C 1 I MATCHLINEAA DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) U WETLANDS LEGEND 10 n OCT. 17, 2017 FRESHWATER 0 O , ' i f WETLANDS BY GARY GENTILE � � LKMA, ACCEPTED BY SOUTHOLD TRUSTEES s PERMIT#9174A, 3/23/2018 ~; :. , rte..F. ,, • ,..- 2005 FRESHWATER WETLANDS \\ BY C.W. BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC �o LETTER 6/20/2018 „E / '" : - ------ 100' OFFSET TO 2005 :,; •t# }: ° `':. BUFFER LIMITS \ WETLAND O PROPOSED 2005 WETLAND / O BUFFER LIMITS \ \\ 325 Wireless Boulevard, Hauppauge, New York 1 1788 SITE LEGEND: Phone 631 300 1010 owner/developer: -- PROPERTY LINE \ CONIE. IFER R ALYLLC L Suite 600, EXISTING WOOD LINE Rochester, New York 14604 PROPOSED GRADING LIMITS \ Site/Civil Consultant PROPOSED CONCRETE CURB F/7 \ X PROPOSED CHAIN LINK FENCE If PROPOSED 10' OPEN SPACE All BUFFER LINE o PROPOSED DRAINAGE FLUSH \ \ L K Md-EAN ASSOCIATE'S, P.C. EM INLET NY PROPOSED CATCH BASIN ` I / ` / �GISLAND, SOUTH 40COUNTRY RD., II / BROOKHAVEN, NEW YORK 11719 O PROPOSED F7 Tel: 631.286.8668 NUMBER OF PARKING STALLS I I I / r, 777, 77 PROPOSED ADA HANDICAP 1 ACCESSIBLE PARKING STALL \ ❑ ❑❑ OCT. 17, 2017 FRESHWATER WETLANDS BY GARY VINEYARD VIEW PROPOSED ADA HANDICAP riivian�v�r�vvr� GL�CVNIIVIV � ' �� � � � � GENTILE, LKMA, ACCEPTED BY SOUTHOLD TRUSTEES PERMIT#9174A, 3/23/2018 NORTH ROAD % PROPOSED ELECTRIC \ TOWN OF SOUTHOLD, N.Y. 11939 % PROPOSED TELEPHONE LINE \ � 2005 FRESHWATER WETLANDS BY C.W. I� \ �� BOWMAN LAND USE ESI AFFIRMED r PROPOSED DRAINAGE SWALE \ ��' NYSDEC �LETTER 6/20/2018 BY .PROPOSED STREET -TREE SURFACE LEGEND: Fol. PROPOSED ASPHALT / PAVEMENT \_ PROPOSED CONCRETE .� LIMITS RAIN PAD, SIDEWALK GARDEN EN / �"'m`°"`" .OR PATIO STORMWATER RETENT10N AREA I cullifer" _ PROPOSED BUILDING ` •Eit EEtAXf D4YLEOf1EEMT,COMET«aCiCN A YkN 4�EM4l4E PROPOSED LAWN AREA ` \ PROPOSED VEGETATED AREA moo LU PROPOSED RIP-RAP - " Z7 10' x 10' r MAINTENANCE PROPOSED STORMWATER SHED (' `j5 � RAINGARDEN OR BIOSWALE PROPOSED CONCRETE \ FLATWORK U \ — ~ LIMITS OF 100' (2005) issued date description - QWETLAND DELINEATION 1 7-19-18 2005 WETLANDS DELINEATION DUMPSTER (BY C.W. BOWMAN — _ -� LAND USE ECOLOGICAL ` � 2 12-7-18 ADDRESSED 10-2-2018 (nP aSERVICES, INC.) COMMENTS 85 8 \ 0 ~- - -_ J issued date description O -- GARDEN / STORMWATER / ` ' LIMITS OF RAIN G / I '' �' ", "�, �:.+. ;•j" SSI' RETENTION AREA F F -- F F F a y, ti I. cn 24.0 + %.;. v,azyi, a 050 15.0 I 9 # g Oew•,r .' it ®, <, I p 'r7✓'/�i//i/;/ ,O BLDG. 4 - - ' - � title :1 2 TYPE A Y B E //.., Sr" aW,,/•y/�;.iiiryi%,(/\ ;;Y '��//?%vua,, r.;2'//// \. W", ( EAST) SITE ? 89.5'' . : 1 PLAN (TYPE PLAN KEY % n \ p'a drawn b LMY - i h k / c ec ed b CFD I ( I vi r I, — 68 1 , / , — � f I AS NOTEDIW�vDEC o Sl —A _ i y _ ro'ect number: 17106.000 rn v ca p 1 t _. t� , m Q .,,;,i,, .,. .,;... ,,, r,,, 1,!Gas;,, ?%r' ,:.. O M V ,.Iy1AI L €ES a. f _j sheet number Co — , :.., iir•.,, ;/:.". r;r;;••; l'� THE EDUCATION W F THE STATE OF NEW YORK .{�• ,,,, .,,.,-�-,.';. -, -i, ..,. .,.,.,.,,, "- ` -i%`' E C TION LA 0 N 0 TS ANY LTERING ;'%,.,%<; i. :,'-' NRTHEIDRAWNGSEANDNORROTHEAACCOMPANYNGIN LL ,, ,,�; '� 0 20 40 / %o,;:;:,,,.;:; i,, Feet /,,. i i SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION / ,,,,.,/,.,•; ;..,,:. •.,.%-.;i%i=%'-,.,., t ' %';; �•%',;.;, -'-% — — �r OF A LICENSED PROFESSIONAL ENGINEER, WHERE /;'. „ ; ;; SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL S1 , ,. _ - s1 c 1 B T SCALE: 1 20 S .T T idD/ i„ .,a. SGG /d a%G i,;... 'uL,vr,'',',; u s,s ,ior. pIQRKII�I ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE N MATCHLINE A THE FULL EXTENT OF THE ALTERATION ON THE N DRAWING AND/OR IN THE SPECIFICATION p / (NYS ED, LAW SECTION 7209-2) U WETLANDS LEGEND OCT. 17, 2017 FRESHWATER WETLANDS BY GARY GENTILE, LKMA, ACCEPTED BY SOUTHOLD TRUSTEES PERMIT#9174A, 3/23/2018 :, :ice .. ,_• - 2005 FRESHWATER WETLANDS BY C.W. BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC 6/20/2018 L 1 , x`9:tl ', LETTER —_— 100 OFFSET TO 2005 WETLAND BUFFER LIMITS i PROPOSED 2005 WETLAND f 1 IP I ,erg` I r �\ BUFFER LIMITS 9 s4 r r ,. 2 Wireless 3 5 Boulevard, � Hauppauge, New York f I. ,, r -- � 47 , .� ,. ,... ... ,.,. -; . 11788 SITE LEGEND: ,, s,,, , ., , .' r, ,,,, y .�. �, � �� S2 • TWO EX. 30.SILVER MAPLES � � � � � .P, x�� �� � / t� ..��,/ ���„ Phone 631 300 1010 T9 REYAIN. . BIKE RACKS. s°� MATCH Ll N A-A ,P., .,_ � ;. � .a ; :: .. \ -- PROPERTY LINE FIRE.P P No SE -- q, w „7 ®/ o ner develo er. l � p WOOD LINE IRRICA710N IMELL CONIFER REALY LLC EXISTING 0 . .: , Main Street Suite 600 , 83 E ,. � i:'.. �%.-::, Rochester New York 14604 I V R X. 36 SLE GRADING,G LIMITS ' GR PROPOSED ' y 3 /.. A F— 4 AP 0 MAPLE ,.,. ,,.. 4 / 's w CONCRETE CURB R MAIN ..... . PROPOSED CON CR r., _ Site/Civil Cons Itant / G / u h C ; , , r- LINK FENCE AIN / PROPOSED CH COMMUNITY E SPACE nrw�n PROPOSED 10 OP ' . CENTER & _ LINE BUFFER 1 G a ' o LEAS G J / •; U H PROPOSED DRAINAGE FLS O SCWlA Rano W, " ED INLET z OFFICE " : ;: w�+ I v- - -,' L K Md.EAN ASSOCIATES, P.C. PROPOSED CATCH BASIN r v----- z i O . „ --- - - I LONG ISLAND, NY PROPOSED Q ' (. /. ., :. O . : '\ — — _ —.T — "� 57 I7 437 SOUTH COUNTRY RD., NUMBER OF PARKING STALLS YORK 11719 Tel: 631.86.86 8 _ t � =5b PROPOSED ADA HANDICAP ACCESSIBLE PARKING STALL PROPOSED ADA HANDICAP W rI1VIJr1GU rLVVr\ GIrGV/111VIV / i! � ' . " _ ,.. . . :' ' \\ i• VINEYARD VIE NORTH ROAD PROPOSED ELECTRIC ;Q . % ; ' �' \ TnAklnrnnL 1rn . ,\ .54 I •/! ` ' \'• I I TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED TELEPHONE LINE .,54 ;. . j / PROPOSED DRAINAGE SWALE TREE . _..---_—_ --- \• • ;,: ,, . ... � r/e''-s PROPOSED STREET • /, ;"'` .;'i;�%;ter,._ve"" /„�; /. \ LIMITS OF 100 (2005) SURFACE LEGEND: 3 WETLAND DELINEATION \ \� °,. : ryG , STREET TREE, SEE ASPHALT �,,� (BY C.W. BOWMAN \' ti . :.. PROPOSED ' . , PAVEMENTM01 NOTE 9 . LAND USE ECOLOGICAL ��\ ;° - I , SERVICES, INC.) PROPOSED CONCRETE \ LIMITS OF RAIN •.\, �. •, , GARDEN PAD, SIDEWALK 3 LIMITS OF BIO-SWALE STORMWATER \ 0 R PATIO — / STORMWATER RETENTION,.AREA PROPOSED BUILDING 3 I �- RETENTION AREA C r* ... `'. \ NtAL WAIT OtYtiO#kTkt.C0k%t4UCt10M R MANAptfAiNt PROPOSED LAWN AREA f 1 �1111T;11/_N OCT. 17, 2017 FRESHWATER WETLANDS BY GARY { GENTILE, LKMA, ACCEPTED BY SOUTHOLD TRUSTEES � PROPOSED VEGETATED AREA �� PERMIT#91 74A, 3/23/2018 I se 1��' �'vw G. - m PROPOSED RIP-RAP 9 �y t 1� 7W "A J PROPOSED STORMWATER Q Z RAINGARDEN OR IBIOSWALE PROPOSED CONCRETE UMITS OF 10 OPEN SPACE (2017) SETBACK FLATWORK (TYP.) { LIMITS OF RAIN �/_ Q GARDEN STORMWATER issued date description RETENTION AREA EXISTING TREED 1 7-19-18 2005 WETLANDS DELINEATION AREA TO REMAIN 2 12-7-18 ADDRESSED 10-2-2018 i UNDISTURBED I I 2005 FRESHWATER COMMENTS I I WETLANDS BY C.W. BOWMAN, LAND USE ESI„ / I AFFIRMED BY NYSDEC LQ LETTER 6/20/2018 ►\ i W � j EX. SASSAFRAS GROVE I TO REMAIN / issued date description EX. BLACK LOCUST \ GROVE TO REMAIN / �I f � I ' LL_ \\ 35' SETBACK LIMITS FROM \ / PROPERTY LINE / \ o \\ title o II EX, SASSAFRAS \V (WEST) SITE GROVE TO REMAIN C14 / J f PLAN CL PLAN KEY 0 20 40 Feet E SCALE: 111 =20' drawn by: LMY a f)�' checked by: CFD !I I DO E I Sl _B iu lip Dr C l 2 2018 LJ1 scale: AS NOTED E _~ S II -�' -_. ._, project number: 17106.000 n =3n;.,,, M 0_ 01-1 O sheet number a0 THE EDUCATION LAW OF THE STATE OF NEW YORK t— 0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING 00 IN THE DRAWINGS AND/OR THE ACCOMPANYING N J SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION S —� OF A LICENSED PROFESSIONAL ENGINEER, WHERE p y SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 1 r ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE S _C THE FULL EXTENT OF THE ALTERATION ON THE DRAW(NYS ING ED. LAW SECTIONR IN H7209E2)ICATION U WETLANDS LEGEND OCT. 17, 2017 FRESHWATER MATCHLINE A-A WETLANDS BY GARY GENTILE, LKMA, ACCEPTED BY 11 - SOUTHOLD TRUSTEES , T 9 174A 3/23/2018 " PERMI .r 4w 2; ;. NUbAN2005 FRESHWATER WETLANDS � </.,. , 6, n z BY •PARKINW. BOWMAN LAND USE ESI,, AFFIRMEDBY NYSDEC . ;�• � / /- / LETTE 6/20/2018 El �. / `i I r; „ a' d„ a>" 100 OFFSET TO 2005 ' " 10 OPEN SPACE SETBACK '�` •R•, • 1% TY •' a ( BUFFER LIMITS WETLAND I T 6 E i,. VL ND RA PROPOSED 2005 WETLAND BUFFER LIMITS 3�YA � - -�-' f F-" �pd - • o ,r �9. r , I i , 325 Wireless Boulevard, Hauppauge, New York SITE LEGEND: - S 11788 '' Phone 631 300 1010 PROPERTY LINE i'. D V_ v owner/developer: BLD 7 . a CONIFER REALM LLC EXISTING WOOD LINE TYP I E D t 83 E. Main Street,Suite 600, Rochester, New York 14604 PROPOSED GRADING LIMITS ✓ i \ I _ PROPOSED CONCRETE CURB sit 87.5 \ / Site/Civil Consultant _x_ .CHAIN LINK FENCE 3' / r'YWY 1 .- �� t %�f} 15.0' 7 PROPOSED 10 OPEN SPACE „,, — BUFFER LINE " • ', � �p/'�/%q,,.,;' F'P:��O./%%/r,' „" oirh/'/%/oy:_'"'.lilt; BLDG 5 , \ PROPOSED DRAINAGE FLUSH rn r, -.-i.; 3£,i'." TYPE A ;: .- , \ I " . _ ® INLET ': �°` . ....; ::%' - y,' _ ':,;fir:.. ,, ' ~" moo " OCT. 17, 2017 FRESHWATER L K MCLEAN ASSOCIATES P.C. PROPOSED CATCH BASIN WETLANDS BY GARY GENTILE LKMA ' 1; - ° v<' +�V O�1 \ LONG ISLAND, NY 437 SOUTH COUNTRY RD., PROPOSED00 ACCEPTED BY SOUTHOLD TRUSTEES PERMIT#9174A, 3/23/2018 BROOKHAVEN, NEW YORK 11719 Tel NUMBER OF PARKING STALLS 631.286.8668 2005 FRESHWATER WETLANDS BY ' • <` , :, /n:r,_.,..,;d/iai` >„icy' '/ r ANDICAP PROPOSED ADA H ;, - %,•:: ,. CL r' C.W. BOWMAN, LAND USE ESI„ ACCESSIBLE PARKING STALL , ” - - AFFIRMED BY NYSDEC LETTER �$ ��- % -� •� I .�.;, � \ ,.-. ;20.0 ❑❑❑❑ --n=n-—n 4 ,.. 6/20/ 2 018 PROPOSED ADA HANDICAP + TYP. . E rwvn CLCVr1}IVIV is ,; �r �..:� rIry anw I, ;: ;..'~ ;. I VINEYARD VIEW NORTH ROAD O PROPOSED ELECTRIC d -` /..; - ' �PROPOSED TELEPHONE LINE TOWN F SOUTHOLD, N.Y. 11939 PAVER STRIPFOR VEHICLE OVERHANG DRAINAGE SWALE00 :(TYP.) 2 �. 10' OPEN SPACE SETBACK PROVIDED (TYP.) fi TREE PROPOSED STREET ` 7� r �'. '�-�-r, —" "�-- �. SANITARY. SURFACE LEGEND: — - - STATION PROPOSED ASPHALT +, PAVEMENT = / PROPOSED CONCRETE U - - -- - PAD, SIDEWALK �-- '✓ ~' OR PATIO PROPOSED BUILDING I 1 V/" $6"\\ �� - if--__ r OVA, 41TATE RkYlKtll7AtKt, GtlMiItA4Cti#A[1 YANAOI(AIFUT PROPOSED LAWN AREA DUMPSTER { (TYP.) PROPOSED VEGETATED AREA 0n G. PROPOSED RIP-RAP \ \ LIMITS OF 100' (2005) \� �"� ;.% �,t,4� PROPOSED STORMWATER WETLAND DELINEATION �' �, ''resLxj RAINGARDEN OR 'BIOSWALE (BY C.W. BOWMAN - - v LAND USE ECOLOGICAL o a � \� \ +' C � PROPOSED CONCRETE SERVICES, INC.) 3y5 �,c;•� j \�� � ��`����•'.r.`�ca'«!��'�� FLATWORK LIMITS OF 100' (2005) WETLAND DELINEATION LIMITS OF RAIN (BY C.W. BOWMAN — issued date description GARDEN / LAND USE ECOLOGICAL � 1 7-19-18 2005 WETLANDS DELINEATION STORMWATER SERVICES, INC.) RETENTION AREA 2 12-7-18 ADDRESSED 10-2-2018 `\ COMMENTS OCT. 17, 2017 FRESHWATER WETLANDS BY GARY GENTILE, LKMA, ACCEPTED BY SOUTHOLD TRUSTEES PERMIT#9174A, 177 11111,, - 3/23/2018 / issued date description rn — — 3 — / cl LIMITS OF RAIN v GARDEN / �I 2005 FRESHWATER TER RETENTOION AREA WETLANDS BY C.W. BOWMAN, LAND USE ESI„ \\ AFFIRMED BY NYSDEC vl , / LETTER 6/20/2018 \ Lr_ LL o / title O o / \ (SOUTH ) SITE N / PLAN / PLAN KEY Q E 0 20 40 drawn by: LMY +: Feet v SCALE: 1" =20' checked by: CFD U E scale: AS NOTED / S1 -A S1-B v °- ° project number: 17106.000 o d- Q- v 4��.• �,_._., sheet number V I l i l „! PROHIBITS ANY PERSON FROM ALTERING ANYTHING 00 v � THE EDUCATION LAW OF THE STATE OF NEW YORK 00 DEC 1. 2 2018 'x' IN THE DRAWINGS AND/OR THE ACCOMPANYING N LL g SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION S 1 -D .tea w� OF A LICENSED PROFESSIONAL ENGINEER, WHERE O to I aC�,7 L S 1 —C ivy':J SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N U ! - _ SI -D 'e.I- �u a ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE N a -_ ��x DRAWING THE LEXTENT F THEESPECIFICTATIO ON THE ::D DRAWING IN lit (NYS ED. LAW SECTION 7209-2) U Surface mounted In-ground mounted 291/8 po 591/2 pO ', . " ROUND DEFORMED 1"m ANCHOR PIN 738 mm 1511 mm PAVEMENT SURFACE SCHEDULE X, µ REBAR (3 REQUIRED) SLEEVE (TYP.) I -0" 4" SYMBOL SECTION/DESCRIPTION REMARKS 31 ¢, A d I po r . 801 mm 49YB pa � r . , 1 " TYPE 6 ASPHALT PAVEMENT �_l 0"---�-►-1'-9" "�-I_'---1'-9" 0"-�I 124E mm 24" TYPE 3 ASPHALT PAVEMENT PROPOSED ASPHALT 325 Wireless Boulevard, Hauppauge, New York PAVEMENT 11788 SECTION ELEVATION 6" (MIN.) RCA (ON-SITE ROADWAYS Phone 631 300 1010 NOT o O O O O O & PARKING AREAS) INSTALL EACH .WITH 2-#8 REBAR AT =___= owner/developer: A 3'-0" BURIAL AND TOP FLUSH ANCHOR TO CONCRETE PAD —III —) I I— I —III— COMPACTED SUBGRADE CONIFER REALM LLC WITH TOP OF WHEELSTOP. III=III—III=) I I—III=III 83 E.Main Street, Suite 604 Rochester, New York 14604 CONCRETE WHEEL STOP DETAIL N.T.S. TYPICAL PARK BENCH DETAIL Site/Civil Consultant 1j" TYPE 6 ASPHALT PAVEMENT N.T.S. 41" TYPE 3 ASPHALT PAVEMENT ;y (2 LIFTS) PROPOSED ASPHALT PAVEMENT �,r•: 6 MIN. RCA (CR-48 ROADWAY O O O O O O " ( ) PAVEMENT) REVOLVING CAST ALUMIMUM TRUCK W ONE 1 22fs' _ _ — COMPACTED SUBGRADE L_o ISLAND, NY ASSOCIATES, P.C. / ( ) _ _ DIA. SHEAVE THAT ROTATES 24" "' (—IIIIIIIII—I I (—III 437 SOUTH COUNTRY RD., ON A Y2" DIA. S.S. BALL BEARINGS MOUNTED ON AN `� � BROOKHAVEN, NEW YORK 11719 W y,;. W' Tel: 631.286.8668 ALUM. SPINDLE 2" B.C. (BOTTOM OF CURB) R 10.25" SEED AS SPECIFIED GRASSED AREA R=J" LIQUID AC JOINT y 3"(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED " WEEPSURFACE:.:..: , .• .,:.:,..::;.>. NOT ONE (1) #10-ifs" DIA. _ + 1 " TYPE 6 HOLE W W = OTHERWISE PAVED VINEYARD VIEW _ I ( (— I II I— I OR PLANTED) NORTH ROAD WHITE POLYPROPYLENE I=TI I 18» 6" ASPHALT PAVEMENT 3g" COMPACTED SUBGRADE /—,HALYARD I-III-III-III-III-III-I #50 BAR CONTINUOUS MIN. 1.9 O.D. W � W BETWEEN JOINTS 3" „ PIPE, �" 'THICK W y � � � W TOWN OF SOUTHOLD, N.Y. 11939 TWO (2) 3Y2" BRONZE � 10 D (MIN) X 36 CHROME PLATED SWIVEL " DEEP POURED ° BROOM FINISH, STEEL TROWEL EDGE CONCRETE TO BE 4,000 6 RCA TYPE SNAPHOOKS P.S.I. AT 28 DAYS. PROVIDE ° O O CONCRETE BASE OR %>;;:,: : i,;,. " EXPANSION JOINTS AT 20'-0"» CONCRETE SLAB Q (UNLESS OTHERWISE NOTED) `"`'" O.C. (MAX.) WITH 1/2" d CONCRETE PADS d ° x x x--�—x 4" (3000 PSI) CONCRETE ;-: ALUMINUM ASTM 8241 BITUMINOUS JOINTS I -" I — — — — / / CONE TAPERED ALLOY t� �-1 1„ — — W 6" x 6" 6 6 WIRE MESH -T6 SEAMLESS FLAG I--1 5" —.-13"I-- ° AT MID-DEPTH & SIDEWALKSy <£ 2 •°` . ;µ 6063 POLE W/ A POLISHED NOTES: �- ° ° � �'.i/i/diw'd..f�b'�a ':/,/%.i• ,ii::in: ii.///L„-ra.. Z SATIN BRUSH FINISH 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE 600 d ° I—III III III—III—III—I COMPACTED SUBGRADE /,rid i%/u ,/ % ,:Y:%�� i3u•. .,�i�� .a w CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING ° ED _ CAN BEGIN. 2. MAINTAIN GUTTER GRADE RELATIONSHIP TO q OF ROAD. 3/8” WEEP HOLE N SEE STANDARD ROAD SECTION. (TYP. EACH END) ° BROOM FINISH, STEEL TROWEL EDGE CONCRETE CURB DETAIL ALIGN WITH INSIDE (UNLESS OTHERWISE NOTED) x " - OPENING OF PIPE d 4 d ,,° f e ° x x �� :x�— d 6" (3000 PSI) CONCRETE c o n N.T.S. BIKE RAC K DETAIL _ ___ W/ 6" x 6" 6/6 WIRE MESH CONCRETE REAL ESTATE DEVELOPMENT.CONSTRUCTION p MANAGEMENT IIII-I I —) SIDEWALK RAMPS N.T.S. _ _ AT MID-DEPTH d a I-III—IIIIII—III—III-I COMPACTED SUBGRADE seal ONE (1) 9" CAST ALUMINUM CLEAT MOUNTED 2-Nis" S.S. FLATHEAD MACHINE SCREWS ; y -° - c9 FLASH COLLAR V OI 0 O �if°�T tpi�1?• i 1 ~ FIN. GRADE (� :,,,,.,.. - I issued date description a� 0 0 1 11-20-18 REMOVED PAVING DETAIL SEE SITE PLAN o ( ) I I PROPOSED 24" x 24" 4-1 0 0 0 �4"o ANCHOR BOLT •:.., EQUAL (THICKNESS URKE TILE OR APPROVED BE LL SEE POLE TABLE U R, 8' O.C. MAX. — — I CONC. FOOTING 1�" BASED ON FALL HEIGHT) PROPOSED CONCRETE SURFACE W/ Li pl FLAG POLE FLAG POLE BASE BOLT BOLT 1 _ 6» BROOM FINISH AS SPECIFIED o HEIGHT DIAMETER PLATE SPACING LENGTH e ° ° ° ° ° ° ° ° ° ° ° ° ° ° - 1 6 /4" 0 25' 6" 10Xi" 6 '4" 20 52 3 0 2 3 , ,: 4" p — issued date description FLAGPOLE DETAIL - E N.T.S. ® 1U OROPOSEDVADHESIVE LAYER COMPACTED SUBGRADE 0 0 ® ® 19 PLAYGROUND TILE DETAIL I 0 N.T.S. 0 ❑ ° 0 00 0 5 000 0 48 /4„ L� 62 /4 title 3 o „ � 16 LL_ ° ° ® ® SITE DETAILS - 1 / f 00 COO _0 {{IIC +� •I ,I 1 i 11 PROPOSED CONCRETE FOOTING a? .I �.. •, I I:�: BRC v r� II drawn by: _ -� �'. �'I k.: :. ; ., v-� checked by: CFD NOTES: L� d: sI) l _E I r S iu IL ,..R. _ I scale: AS NOTED O T— LJ" 1 MAILBOX SHALL BE SALSBURY 3300 SERIES �" DEC 1. 2 2013 E °' CLUSTER BOX UNITS OR APPROVED EQUAL. project number: 17106.000 2. MAILBOX SHALL BE GROUND MOUNTED. oNOTE: sheet number PICNIC TABLE SHALL BE TenderTUFF MODEL ORNAMENTAL STEEL PICKET #141684 AS MANUFACTURED BY LANDSCAPE THE EDUCATION LAW OF THE STATE OF NEW YORK 00 00 STRUCTURES OR APPROVED EQUAL. PROHIBITS ANY PERSON FROM ALTERING ANYTHING O TYPICAL MAILBOX DETAIL IN THE DRAWINGS AND/OR THE ACCOMPANYING N p DETAILS UNLESS ITS RSE MADE,UNDER HEE PROFESSIONAL S 2 PICNIC TABLE DETAIL OF A LICENSED PROFESSIONAL ENGINEER, WHERE N.T.S. N.T.S. N.T.S. ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION U (NYS ED. LAW SECTION 7209-2) N j C J T 0 7, U.CT 1 J R<491 1 --PP I(2-5 0, 5- 1 2 1171 door hardware ,should beieasy to op,drabe and .....(A II ............ .be 'Within. reach. range of' ' 'N [_/�N U AG ated user. see ANSI 4.2.6,e V,vALL Vil I S Jr 7 TLE-1 Es�-nor P A t-,�,E L 1NICLINED 325 Wireless Boulevard, Hauppauge, New York F C L 3 L R 11788 3V m1n. accessible route 2 Phone 631 300 1 01 0 Ir o t owner/developer: n CONIFER REALY LLC lrrffe�e, �'(I! ffr," 83 E. Main Street,Suite 600, f U C A r I E IRochester, New York 14604 2'* L SPIRAL SLID Si- IP5 Site/Civil Consultant I2 9 I6 L M, t !NF. .. . . . . PA,N E L IIQ L K Md-EAN ASSOCIATES, P.C. TAT I 0 N 4 10, �ck) LONG ISLAND, NY S T P BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 _R CUR IL�7' 0 N C S L I 1.)r te Amenities Such As Tenant Use . ash Facilities M'Ust Be On Accessible Route VINEYARD VIEW NORTH ROAD ........ TOWN OF SOUTHOLD, N.Y. 1 1 939 4 2' — F3'walk raised to provide lWhen ANSIdoes; not contain.11 L esy,access to the door on specifications 'for the specific facility IIat least one dumpster in III ( - -or feature in question. related PLAN 0 F PLAYGROUND each such public and h u man fac to rs, and pe rforman c .IN.T.S. common use site facility must be ,used to I �,,,111�......... ...-achieve. zccessAbility. 'Such specifica-tions Include,' but are not limited to., conifer"*IAL WATE DIVELOFMINT.CONtTIkOCTION MANAOEMENT Ie�4.2 Spac ' Allowanoes -;and Reach ......... IRanges, 43 Accessible Route, 4.4 5T seal IfProtruding Objects, 4.5 Ground and CE PURPOSES ONLY I'y .. ........*,'�""",",�,,',',,�,,,,,,,,,,�/,/Floor Surfaces, and 4.15 Controls( SEE DETAILS BELOW� ,a nd Operating,Mechanf. A�,PLANTING BED 0 (SEE SITE PLANS) issued date description 4� A A 7B AII -20-18 REVISED V.S. (PLAYGROUND) 2 1 1 A5'.5, (MIN.) B PLANTING BED(MIN.) (SEE PLANS)GRADE (SEE SEE SITE PLANS)PLANS) EAST VIEW OF PLAYGROUND 1 RADUIS 3' WIDE ADA (CONC.)0 (TYP.)0 WALK (SEE SITE PLANS)0 – GRAD(6 GRADE E DUMPSTE 0 PROPOSED SEE SITE PLANTING BED ll� NJ SEE SITE' PLANS)1 2.2' x 1 0.8':R PAD R ETA ING issued date description PLANS)WALL C D f SEE TYPICAL 8 WALL FOOTING 1j" SCH. 40 SECTION B–B#4 @ 12" GALVANIZED O.C. E PARKING AISL PIPE#3 0 12" O.C. PLANS(SEE SITE GUARDRAIL T 0 0 TYPICAL SECTION A-A SCALE: 1 5' 14" SCH 40 GALVANIZED PIPE TYPICAL PLAN LL_ R SCALE: 1 5'U)(D REVEAL (TYP.) 4" REVEAL (TYP.)4 0 title En — ELEVATION ELEVATION 6 6 1 RADUIS BI 1/2" BITUMINOUS 3' WIDE CONCRETE Ili" SCH. 40 GALVANIZED PIPE RADUIS 1/2' TUMINOUS 3' WIDE CONCRETE EXPANSION JOIN I(TYP.) 12" RADUIS WALK (MIN.) GUARDRAIL EXPANSION JOINT WALK (MIN.)T (TYP.)(TYP.) . ........ f 0 TOP OF WALK GRADE (SEE PLANS) 4 C40 SITE DETAILS 2 H;1JH AS REQUIRED 3.5' HEIGHT AS REQUIRED AIS (MIN.)(2- MAX.–SEE PLANS) (2' MAX.–SEE PLAINS)1" RADU --(SEE— (SEE PLANS) 1 12" POST EMBEDMENT (TYP.)(TYP.) 9 PLANS)4 @ 12" O.C. 00 GRADE # BOTTOM OF GRADE CORE DRILL AND ENCASED DUMPSTER WITH HYDRAULIC CEMENT SUBGRADE COMPACTED TO#3 @ 1 2" 0.C. 95% MODIFIED (SEE PLANS) COMPACTED TO 3 6 (TYP.) PROCTOR (MIN.) 36" (TYP.) #4 @ 12" O.C. 95% MODIFIED 12" POST EMBEDMENT #3 @ 12" O.C. PROCTOR (MIN.) ICL drawn by: BRC (TYP.) CORE DRILL AND 36" IZ) 12" #3 @ 1 8" O.C. ENCASED WITH 12" #3 @ 1 8" O�.C.L checked by: CFD #3 @ 6" O.C. #3 @ 6- O.C.aSEE TYPICAL WEST VIEW 0 F PLAYGROUND 0 scale: AS NOTED TYPICAL WALL FOOTING WALL FOOTING TYPICAL WALL. FOOTING E SECTION B–B a- #4 @ 12" O.C.0 -t H B #3 @ 12" O.C. project number: 17106.000 4- 0 L6 1-24" 1---24"0 SECTION B-13 TYPICAL SECTION C-C SECTION D-D Fr' Isheet number SCALE: 1 20" SCALE: 1 5' SCALE: 1 20" THE EDUCATION LAW OF THE STATE OF NEW YORK CO 0 DEC 1 2 2018 PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING 0 TYPICAL WALL DETAIL FOR ADA ACCESS TO DUMPSTER SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION (C) OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 1 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL S3 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE y THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION(NYS ED. LAW SECTION 7209-2) CL LEGEND - - PROPERTY LINE ,. DRAINAGE CALCULATIONS PROPOSED LEACHING BASIN :75>' W SOLID COVER - y : 1 / W5-1 WS-9 n W Required Required Runoff Coe e(cD1 -A D1 -C PROPOSED LEACHING BASIN Volume(cf) Runoff Coe Description Area(sf) Rainfall(ft) Volume(cf) 2005 FRESHWATER DitiArea(s) ana ( ) Storag Storage(cf) X 1 18 18 Parking 18 0.17 1842 1 1842 / WETLANDS BY C.W. / l / iTT 0.5 BdBZ 641 0.17 1044 1 1044 33 Permeable .BOWMAN, LAND USE 66 "x Ib V - TYPE C 2 Grass Area 3,011 0.17 512 0.15 77 Permeable Pavement 471 0.17 80 0.5 40 � � 3 p �� -\-�--i34,' ` \ - ESI„ AFFIRMED BY PROPOSED CATCH BASIN totalstoragerequtred(cf) 2008307 46 20' E \ _ 7 Grass Area 1,807 0.17 total storagerequired sd 2973 s 1 W \ - '---t- - _ _ - _ NYSDEC LETTER Prop inlet RIM: 21.60 g i Prop inlet RIM: 23.06 ag ( ) K 5. ` _ = 6/20/2018 PROPOSED DRAINAGE MANHOLE Top Ring. ,n1 7 20.10 - t�� Minus Approx.GW Elev. 8.87 Top of Ring: 21.56 j - ¢ ' n, a 1$ (SEE TABLE TABLE OF DRAINAGE Minus Minimum Vertical separation from GW 2.00 Minus Approx.GW Elev. 14.67 __ __ `� Minus Minimum Vertical separation from GW 2.00 ^ P / ! - --- STRUCTURES FOR SIZE) =Allowable effective depth: 9.23 =Allowable effective depth: 4.89 ' �. ce I N a `t' v _ I \� j 3 j ti �o / l '> / \ Provided Depth per Structure: 8.00 Of W v . --- --- L Provided Depth erStructure: 4.00 Of 325 Wireless Boulevard, Hauppauge, New York `o - �' - 10600>�' PROPOSED HDPE PIPE Resulting Vertical Separation from GW 3.23v1f p o-16 \ - �N � -� - ____ -_ - l / #of structures provided: 4 ea. Resulting Vertical Separation from GW 2.89 Of 11 788 gjp,S - I SEE SHEETS D 1 -A TH R U D 1 -D provided storage in Leaching Basins: 2188 cf #of structures provided: 11 ea. Phone 631 300 1 O10 ��� MZZ I�RMWgrE�RETgN b / ---.__ y ( provided storage in Rain Garden SW-9: 1352 cf Provided storage in Leaching Basins: 3008 cf I i 1 a,� t 4 ' Tri \ - `-SILT_FENCE IES ;'LIMITS > FOR LENGTH & SIZE) TotalStora Storage 3539cf U)CU t q AREA SW \ ( \ Total Storage Provided: 3008 d \\ OF WORK") i g owner/developer: �- CONIFER REALY LLC \\�, (TI�RTLE BARRIER) \ �/ i SOIL BORING/TEST PIT LOCATION Ws-2 ws-lo \ \ Required Required 83 E.Main Street, Suite 600, /�� l�1 ♦ \ Description Area sf Rainfall ft Volumed Runoff Coe Description Area Rainfall(ft) Volume cfJ Runoff Coe gg \ 1, \ N Storage(cf) 2b -" \\ •' \ �o P ( ) ( ) ( ) Parkin Lot/Sidewalks 800 0.17 136 1 Storage d) Rochester, New York 14604 ti \ 7 309 0.17 1243 1 12 43 / ® ® walks Building Area 0 0.17 0 1 0 J i � a LIJa I I e \ ,,;�_`� ��.-- I � \\ Q i� � Parking Lot/Side � Grass Area 3,193 0.17 543 1 543 13¢ W + w I II 11d rtr� /F�t I 3-_ i __ CONSTRUCTION OCT. 17 2017 C Buildingle 3124 0.17 531 1 531 g 3 ¢ - - total storage require d 543 q 31 ' O Permeable Pavers 379 0.17 64 0.5 32 Q � I � j FENCES FRESHWATER _o_-' WS-1 SUBWATERSHED BOUNDRY Site/Civil Consultant W 4 ¢ I I S I I I RAIN... `�. ✓ �� I. 48 GARDEN/ .:� \ - Grass Area 1,868 0.17 totalstora ere requi318 1 red 1853 P g q ( )• 1 WETLANDS BY GARY g q ( J Pro inlet 22.00 3 W LQ, i O INAT BLDG.1(TYPE C) 1 I To of Rin 20.50 W I I I�1 RETENTION FIN.FLR.EL.=23.25'-- - 94 12 t lam_.- Pro inlet RIM: 21.80 p g' Q r . Er N \ GENTILE, LKMA, p v i+ 2 W I , i w _-- Minus Approx.GW Elev. 13.62 tib Q I F i... AREASW3 --'23 - \ To of Rin 20.30 q ? LLI, B1 - -_? ' ; ACCEPTED BY ' SHEET MATCHLINE p g Minus Minimum Vertical separation from GW 2.00 a `I SOUTHOLD TRUSTEES EE KEY MAP BELO Minus z� =Allowable efrective depth: 4.88 M n GW Elev. t 14 I \ (S W Minus Minimum Vertical separation from GW - / =Allowableeffectived ph. 7.36 1 ; PERMIT9174A4.00 ®i I\, depth: Depth pers 2 88 v1f /2 ------- - - PROPOSED GRASS SWALE r ion from GW _ / I ` Provided Structure: t G 3 3/2018 !r \\ Provided Depth per St ucture 700 Of Resulting Vertical Separat' v fi 2 t10 ,13/ •� I `j3, _ \ #of structures provided: 3ea. �- \ Resulting Vertical Separation from GW 2.36 Of Provided storage in Leaching Basins: 820 cf L. K. McLEAN ASSOCIATES, P.C. J #of structures provided: 5 ea. 2D / • N i i Provided storage in Leaching Basins: 2393 cf Total storage Provided: 820 d 3 `�•+ X93/ ,N 1 f9 = g 437 SOUTH COUNTRY RD., LANDBA D N Provided storage in Rain Garden SW-li: 188 cf LONG ISLAND, NY 1 i \ / a. f Total Storage Provided: 2585 cf BROOKHAVEN, NEW YORK 11719 92\i l !� ` _ -N \ \\ ' Tel: 631.286.8668 Required Description Area sf Rainfall ft Volume cf Runoff Coe Required Description Area(sf) Rafnfall(ft) Volume(cf) Runoff Coe T p ( ) Rainfall(ft) ( ) Storage(cf) storage(cf) • • 8 / 76 '16' \ Parking Lot/Sidewalks 6,926 0.17 1177 1 1177 BuildingArea 3657 0.17 622 1 622 0 0.17 0 J. 0 total storage required(d): 622 _ \ Building Area - c ` \ \ \' t Grass Area 3,477 0.17 591 0.15 89 Prop inlet RIM: 23.10 k � -t$' - total storage required(cf): 1266 Top of Rin 21•� I j 19 ,- g q g: VINEYARD VIEW Minus Approx.GW Elev. 8.87 • Prop inlet RIM: 22.42 M• PP' Vertical = / ♦ i \ 1\ Minus Minimum separation from GW 2.00 � 1 / ,' / Zp- _,_ _ � � � ` \ � Top of Ring: 20.92 i \ BLDG.2(TYPEB) 87t / -- Allowable effective depth: 10.73 NORTH ROAD / / ♦ �- \ \ \ Minus Approx.GW Elev. 10.94 I 20 21 u FIN.FLR:EL=23.25' _ ---- ---- / - ' \ 1I \. "-lg_-, A ./\ Minus Minimum Vertical separation from GW 2.00 TOWN OF SOUTHOLD, N.Y. 11939 3 \4 ;95/ / 2' far �/ 1 `\\\ - / / / %22, �% `♦ \ \ \ \ \t\\ Allowable effective depth: 7.98 ProvidedDepthper Structure: 7.00 Of \ M r Provided Depth per Structure: ResultingVertical Separation from GW 5.73 Of tl1 22• �. - - a � I •89 -- _ \`` \ � _ � / .� - .� r✓ ` ♦�\� \'\ it \ 7.00 Of #of structures provided: 479 cf , /" .- - � Resulting Vertical Separation from GW 2.98 vif Provided storage in Leaching Basins: g p Provided storage in Rain Garden SW-9: 1352 cf #of structures provided: Total Storage Provided: 1830 d \ I N N \n •25j •� 3 -- ` -��� --22--__. \� \` t \ \ Provided storage in Leaching Basins: 1436 rf g I v 24 e` \ \ I 3 N 'rn / /• 30 _ \ Total Storage Provided: 28 \ 1436 cf I ps., ' ; s • WS-4 Description Area(sf) Rainfall(ft) Volume(d) Runoff Coe i/ 3 Y \\ ` q p Storage(tf) ;� �\ Re !red ;/ 3 • 35 O O -- P'8 �- r -� / t (� \ 34 / \ 3c• ti� ® t 7i t O r \, e SGT -� -W ; v �= Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coef 3657 0.17 622 1 622 _ _� � Storage(d) Building Area /,,,, s l O O -- _ 58• -_ 62 i \ ♦ \ \ 8,735 0.17 1485 1 1485 I I \ �' \ \ �- total storage required(d): 622 1 3 I r 23b 38 Pro inlet RIM: I t '�_ � •. � \- Parking Lot/Sidewalks 6141 0.17 1044 1 1044 P �,,/'� /moi'/ �/�, �/� !' > L) � � � 0 I; w / t \ \ Building B3 23.10 � ,, �'� r' ,< / R N /39ep \a a t : - ts- i- 63/I \♦ ` \ \ I /\ Permeable Pavers 387 0.17 66 0.5 33 Top of Ring: 21.60 I BLDG.4(TYPE A • 2 / �� TER 3 2! &\ BLDG.3(TYPE B) C FIN:FLR. / / 2 N P� Grass Area 944 0.17 160 0.5 24 Minus Approx.GW Elev. 10.86 59 t / N F \` \ total storage required(cf): 2586 Minus Minimum Vertical separation from GW 2.00 _ -IN, _ ---- t�_ __.- t•61j EL.'= w /-� BLDG.6(TYPEA) �, \ =Allowableeffectived ph. 8.74 6 �\ / 6/ 45• fi - EL.= 23.25' j ♦ Prop inletRlM: 22.00 e t 1 65 i FIN,FLR. ++ 20.50 \a ,y - - - EL.= i r RAfNG \ Top of Ring: \ - - 23.25' jy I � \ � 90• /•` I TO "'\\\ ` Depth per Structure: 7.QO Of �6 �'�• I ti 23.25' M ♦` \ MinusA Approx.GW Elev. 10.77 conifer . 9 6 ENTIO \ pp Resoulting Vertical Separation from GW 3.74 vif Minus Minimum Vertical separation from GW 2.00 144 I \ 'Sw1 #of structures provided: 1 ea. B Allowable effective depth: 7.73 P REAL ESTATE DEVELOPMENT.CONSTRUCTION C MANI OrME NT 27 � � N (•�W�� ' S / N �r2 r . \`� l � � \ Provided storage in Leaching Basins: 479 cf FM -7� F FM - Provided storage in Rain Garden SW-10: 344 cf N� / .y'b+3 ) ' \ Provided Depth per Structure: \ I ;, ti `_� / �/ 7.00 Of Total Storage Provided: + I• \ � 9 \ �� o`t S N _ i , �� � Resulting Vertical Separation from GW 2.73 Of P 823 d s g Basins: - Required #of structures provided 6 ea rn _ i 7•t ! e 70 3.. - 73/ _ /� _.- Provided to rage in Leachin e B S , Pr 2871 cf 67 Total Storage Provided: 2871 cf Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe G / P Storage[cf) , 3123 0.17 4"_ F-M PM -�b"'T--FM � -�FM --�•1 -_ •`fS�', total storage required(cF): 531 - - -- - - T - -- ---_ -- -_ 'I / -'tib Description re a n a o um no o RIM WS-5 Building Area 3 Op \ o. � N - _.__ _- l > / �� � D ri t' 1 ) ( J ( ) Required r e ,, � •4 cs � - -- - - Storage(cf) Prop inlet 25.075 f II a ff • ,.yr1� m A a sf R i ft V I cf Ru C e \ � _ 1163 7 0.17 1112 0.5 1512 P g• A.-�cr�r•,: , ,, `1 I � ,- , / w To of Rin 23.57 tll� FIN.FLR.-EL.= 9.0' - -E E- BLDG.7(TYPE D) / / / / Permeable Pavers Minus Approx.GW Elev. 16.72 I - -- s _ - - �.i Lf Parkin Lot/Side alks r fry. E Ed E 4 T rT -�(n FIN.FLR. I �� i t p`.�. i-•,. IIJ� /'�/'� i ,' Grass Area 1,927 0.17 328 0.15 49 Minus Minimum Vertical separation from GW 2.00 � is i,�,•r-EJ ��yd 3 V I �' CC i \ M s 74 T EL.= total storage required(cf): 1966 =Allowable effective depth: 4.85 B W i 56 5f/ �. \ N 23.25'_i ' 22.42 � / '' ,® � -=57 -��23-_ � j - Prop inlet RIM: Irk i q� 55 i RS4WHIEKHETE>9T1iATAREA RAIN GA _ 2 IN BIZS=SOVAtEY�m, RDEry/ ` � _n -S s • �� � � To of Rin Provided Depth per Structure: 4.00 Of 1(r1:d ''r•+I"lk;ti�'',�+ GARP l' STORM I s p g: 20.92 T ,EN/ WATER I 1 i O ORMWATE TENTION - - w Minus Approx.GW Elev. 10.62 Resulting Vertical Separation from GW 2.85 vif ' s I 1{11 ETENTiONq R - SW7 A/2Eq ^� s 1 Minus Minimum Vertical separation from GW 2.00 Provided storagres e in provided: 3ea. SW �� '�' - - /• ` Provided storage in Leaching Basins: 273 cf M1 _ \ \ =Allowable effective depth: 8.30 76/ 76 , e ' p Provided storage in Rain Garden SW-8: 790 cf ISSUed date description a! '� \ t,5a BLDG.5(TYPEA) - s.00 Of g 1 3-21-18 DRAINAGE CALCULATIONS \ 4_1 \ Total Storage Provided: 1064 cf 1 \ Provided Depth per Structure: FIN FLR.EL=25.15' a �_ I �\_ \ i' � \ ':\, - � s __ Resulting Vertical Separation from GW 2.30v1f �e 31 3o dg ���w \ \ \ B•5 j /e\ 78/ j 7 \ \ -- - - - 21s4 cf c C Required 2 7-19-18 2005 WETLANDS DELINEATION O 2g \ \ 7$ t I \ #of structures provided: 4 ea. �� _- i 2r/��\x�� - � •:.- S S • ♦ Provided storage in Leaching Basins: Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe .3 I I ! /' S 1 f i `.\ \ \ ,` ♦`\ \ T - 3 Total Storage Provided: 2188 cf storage(cf) 3 8-22-18 REVISED DRAINAGE CALCS Building Area 2650 0.17 451 1 451 1 � I ,I I � i 9F,� total storage required(d): 451 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS �6-^ WS 6 I ♦ ----, ' l _ Required Prop inlet RIM: 28.20 l / t 8( E T 1 - Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coef Stora To of Rin 26.70 Li / /' / . RAIN' Storage(cf) p g I i I STOR N/ \ �'-17_ \/..,-- � � i ! �' � I / GARDE t �4 10' OPEN SPACE � d J I I / f tETE MWATER 0.17 I l /� --ee - swaaR �N - - SETBACK PROVIDED_(TYP.,) �j BuldngAreaidewalks 1Q096 0.17 108 i 18018 MinusApprox.GWElev. 16.62 i ♦ 1 NTiO EF82t) �- O \ ` ti \ MAllowable effective depth; from GW 8.00 3 ' / /' V ` " ti Pervious Pavers Area 0 0.17 0 0.4 0 p .08 O \ ti ; \` LIMITS O W cti _i �Z�.- \ \ ♦ 18''- - OF 75' Grass Area Provided Depth per Structure: 4.00 Of \ �� 9,242 0.17 1571 0.15 236 / / / / ---- r \ total storage required(cf): 2054 P P co I -2s ---'--- ~ - issued date descri tion I W \, 1 ter- - (2005) Resulting Vertical Separation from GW 6.08 Of p O I ..^� '-� - - - - - 'I ',r -- Proinlet RIM: 22.80 �� \ WETLANDS p #of structures provided: 1 ea. e 21.30 • / / w o \ / ♦ Top of Ring: BUFFER Provided storage in leaching Basins: 273 cf °. / \ u L / ♦`i 1241N GAR y Minus Approx,GW Elev. 13.62 N/ ♦ Provided storage in Rain Gardens SW-5&SW-6: 200 cf STORMw (TYP.) g . \ AT \ Minus Minimum Vertical separation from GW 2.00 3 W W i,' j %' / , \ e �\\ TENTI R �\ =Allowable effective depth: Total Storage Provided: V) W O / 473 cf F \ Ory q �. 5.68 Provided Depth per Structure: 5.50 Of B-1 I 4 qf i \ / ' \ \ ♦ Resulting Vertical Separation from GW 2.18 Of Required g p Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Storage(cf) #of structures provided: 12 ea. / \ Building Area 6093 0.17 1036 1 1036 /\- 9S Provided storage in Leaching Basins: 4512 cf g > ♦,` � Total Storage Provided: 4512 cf total storage required(d): 1036 i. I / \ ♦�� �/ j`♦` y Prop inlet RIM: 22.09 C \ ' /' \♦ �9 S <PJ WS-7 Top of Ring: 20.59 U '/ / s Required Minus Approx.GW Elev. 14.00 / / \\ % / /' ♦` ---._ % ' Area sf Rainfall ft Volume cf Runoff Coe2.00 / ' Description ( ) Rainfall(ft) Volume( ) MAllowabi effective ldelPthparationfrom GW 459 Storage(cf) \ ♦ Parking Lot/Sidewalks 18,354 0.17 3120 1 3120 L i/ \ \ -' ----- - -- \/ \ I Permeable Pavement 73 0.17 12 0.5 6 . \ total storage required 3764 Vertical ion from GW 2. ' ' q LIMITS OF�'�RAI� \ i g tr re Ovide 18-,- 51 1 Provided Depth per Structure: 400 vl Gra Area 25,008 _ _ � GARDEN \ ' �TORMWATER Prop inlet RIM: 22'41 ert prl s sins title 0.17 4 0) i O Provided storage in '�, ra e e ui d d: Resulting Separation S9 v -- -� ,- -' ��- structures ra e' Leaching Ba' 826cf ♦\ #of - 'RETENTION AREA ,, ' ` ` P g P �, Mi of Rin 20'91 GRADING & -'- Minus Approx.GW Elev. 14.00 Provided storage in Rain Garden SW-4: 278 cf Total Storage Provided: 1048 d �$.,- ♦ --.- „ Minus Minimum Vertical separation from GW 2.00 Allowable effective depth: 4.91 91 D `> ' ------ ------- Provided Depth per Structure: 4.50 Of DRAINAGE 1 \ D _\ Resulting Vertical Separation from GW 2.41 vlf #of structures provided: 13 ea. PLAN 50 O 50 100 Provided storage in Leaching Basins: 3999 cf Total Storage Provided: 3999 cf NOTES: SCALE IN FEET WS-8 Required Q) ' / I, 1 . REFER TO DRAINAGE STRUCTURE TABLE ON SHEET D2 FOR ADDITIONAL Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Storage(cf) INFORMATION REGARDING DRAINAGE STRUCTURES. Permeable Pavementwalks 1,8 0.17 10 0.17 260 0.5 5 250 O" ` I Grass Areae Pavement 1,652 0.17 281 0.15 42 U O i 2. REFER TO SHEETS D1 -A THRU D1 -D FOR ADDITIONAL INFORMATION REGARDING total storage required(d): 307 ___�__ �� drawn by: BRC �` ` I PIPES SIZES & TYPES. Prop inletRlM. 22.sa � (�1 - Top of Ring: 21.04, I`P L� u �'� `` checked b CFD 1 1` L� 11 Y T Minus Approx.GW Elev. 14.00 Minus Minimum Vertical separation from GW 2.00 JI scale: AS NOTED O 1 =Allowable effective depth: 5.04 i wl �� DEC � 2 2015 Q Provided Depth per Structure: 5.00 Of project number: 17106.000 O Resulting Vertical Separation from GW 2.04 Of S '` i �,, .. i."dJSl i Fit �} \ #of structures provided: 1 ea. In fl._ , Provided storage in Leaching Basins: 342 cf O Q> \ , Total storage Provided: 342 d THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number PROHIBITS ANY PERSON FROM ALTERING ANYTHING CO IN THE DRAWINGS AND/OR THE ACCOMPANYING ON 0O SUCH ALTERATIONS PROFESSIONAL THE PROFESSIONAL SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIOND 1 L, DATE AND DESCRIBE `D KEY MAP CD -._ DRAWING RAND/OR SIGN,MUST NTHEASPECIF CATION THE FULL EXTENT OF THE ALTERATION ON THE U r- (NYS ED. LAW SECTION 7209-2) O 84 59 x 19,84 i �• I ------�------.'_._-'-'- IM 20.50 ° x 15.63 \ x 74.oa .20 - 8 x20.50 - N / � \ 9 -1 RIM 25 RIM 20.50 333A \ LW +19.05 / 2 :50 1 � 3240 i 1 Q r. Q' x 14.47 \ .i, •�•' "`' 41 .50' I - - CP . _ x 75.72 ,1 ° I x 471 1 I x \. o 0 1JJ o - F -I \ x�04 ; 2. /�� I .1" I m F- 21.10 FI. F F W \� x 14.59 = I /I ( I 1 0.5 ,- / ` 20.50 RIM 21.00 t 22.3 22.70 0 �� 20.50 \\ - - _ _ CONSTRUCT-ION FENCE \ x 17.70 +23.7s 21 '- r8-ro I x 21.46 \ \ \ 0 - 22 4F 3I SILT FENCE .. 22.00 - / / ` 22 WRF- ca --- ��^ 1 AA= z 1 I I I I f i 5.99 // .:��'. 3. R 53 1� 181 HDPE--' ' �; \ (I.E. LIMIT OF DISTURBANCE) ~� x iSAP , .;•„ ' :. ..:;:_. ::. `' \ (TURTLE BARRIER) 325 Wireless Boulevard, Hauppauge, New York � w I f RIM 28.00 ( I 1. 00 2 2 ®i r / 11788 23.13 \ 2 3 w a 3355 2.00 22.00 ' I Q� 05 FRESHWATER Phone 631 300 1010 x 4,73 I 22.1 ° \ 9TLANDS BY C.W. x i j ` /I I r -` 0 �g�� 23.E 3 ,3 T T ' T ��� ` \ BOWMAN ND USE ESI„ LEGEND: owner/developer. Lw7 q I C4 v- I I , a W x 7 L 8"0 PE O� 2.00. . 4 I - a L4 I i 2320 -_ __ _ \� \ M �� AFFIRMED BY NYSDEC CONIFER REALY LLC a I I I ( 23.20 -� �� 83 E. Main Street,Suite 600, 2.60 `. i• i x'10 - W \_ - - LETTER /20/2018 4 II I I I I I I w z 23.20 23.20 23.43.20 �-WF - '�--- 1624` \ 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 I I I I I I z Q O 22.00 = 23.20 23.20-/ I 1 •• Z_ W t- Wx 22°6 \ Site/Civil Consultant I I I I 1 p �.Z w 23.20 J 22.70 OCT. 17, 2 17 TC 25.50 PROPOSED TOP OF CURB �, w N I I 22.32 r W - 23.20 I 10 LF FRESHWATER WETLANDS \\ Q4 i I I ( I.. �. I x 62 22.23 � p w a W ` 23.10 �"� N IW ;'® �8"� HDPE10- \ \ BY GARY GENTILE, LK \ BC 25.00 PROPOSED BOTTOM OF CURB Q) I I I F' - , I W ' ® `` ACCEPTED BY SOUTHOL'D cn ,OO ) I 0 � � M a' 29 k 26.76 ( ; I 2' J CV IW �-' ��� o TRUSTEES PERMIT#9174A FC 25.00 FLUSH CURB ELEVATION 23.20 °� 23.20 m z iI - �� N \ 3/23/2018 x,417/ a 22:80, _ 3 T-, 6 cP \ \ x x Z � I \ 1. I �.•. •. .. 22.00 �= 23.20 LL. Q x■ �,I 1 2.00 22:00 23.20 -23.20 __- -'- 23.20 RIM 25.00 PROPOSED RIM ELEVATION _ RIM 25.00 1 I 6. --- , 32.29 c \ 22.00: . -- \ \ LIC. McI..EAN A330CIATE3 P.C. R - 2a04 pA i. I 23.20 - 1 t ® E 2.DD \ / \\ t x 2QS7 x 16.54 3337 I 3375 I 0 RIM 24.50 \ F I 2 3.20 0 23.20 \ � - \�� I 437 SOUTH COUNTRY RD., 2' LONG ISLAND, NY 23.1)3 2313` 313 aU ; 1 I� 0 ` f ' ' PROPOSED LEACHING BASIN B l: 631.286. NEW YORK 11719 � � 23.1 / � Tel: 631.286.8668 I �j ` 1 2 .83 l •1 3.47 23.11 $? / 3 11 0�' h - c I \15 W/ SOLID COVER _ \ W x 9 �' )x -, G G G G G G G i-- 15 L Z n \ x 19.40 1 ,' . PROPOSED LEACHING BASIN 31.73 x \ .41 .. 23. 1 - ®Figi no - `` P / TC I o` W .� i \ x 14.T \ \1_6: W/ OPEN GRATE \ II BC P4I I __. _ °Q� 24.2 P��1 23.0 `.-- B;i 22.50 i I x X97 ` - 9 \ 11 F4.91 I I I TC u50 �0 BC 22.5 x%'°I N" ; £ \ PROPOSED CATCH BASIN VINEYARD VIEW iLL 11 I I Bc oo ��, N Tc 2.87 \ 17 TYPE C-2 NORTH ROAD 33.26 \ ` r @ W = II \ I I I Tc 23.34 193422.54 / \ BC 37 TP II TOWN OF SOUTHOLD N.Y. 11939 I I �I BTC 23.00 \ h 397 3% . 28.86 TCi22.�\ T� 1 ' 1®_+ PROPOSED DRAINAGE MANHOLE x \'. T i= UBC 22.Q0 / BC 22.50 RIM 21.80 ��M 1.$0 Bd 22.40 1 `'' 18 (SEE TABLE FOR SIZE) x 4..27.3 / FC 22.54 \ -12.40---'J 30 f ---\ 15 LF N x I9,A8 /r'., .. lua�uc'S' j%%yriizl��,> ' TC 37 U BC 22.74----- 2.74 / 15 LF FC 22.62 , 1 PE , `184 DPE_ I PROPOSED HDPE PIPE E ��C 24.42 18"4 HDPE , I7 11 7 B 3.87 Errs-E E E E I _ W (SEE PLAN FOR SIZE) , r T r r T T� `. - s // „/° 3288 II \ TC 28. - TC 24.33 ° X ' `---' ' C 7,2 22.6 2 \ x P1,07 I Ss / II BC 28. 2 W= BC 23.83 / 03422.75 P 21.9$ `\.. 22 40 \ TC 23.40 \ •B PROPOSED MATCHLINE , Tc 3.21 r ' 22 SEE PLAN KEY ;, d N B 4.55 26 BC 22.9012.71 \� E I -� / ( ) BC -•T - T T E E T E E E ��,-''. % TC y I I 3160 II I BC 22.90 : x 1 -I��TC 23.1 K BC 21x.36 2 \� - \� S s s �s s s-f3�---� s� s s TC 24'10 23. BC 22.6 U t N ,s� d, i' 1 II TC X7.74 2P.34 I) s �c'23. s TO ( N TC 23.00 I p x 16.54 x ) '-r�`��E \ BC X7.24 t - - = _84 5 ® U I BC 22.50 .50 W / \ TC 23. / -r E T E _ BC 22. 0 2 +39a E 7 (x 34.03 G G G G G G G T T T T 4 �U. , / \ G G / N W ' / REAL ESTATE OEVEL OPMENT, CONSTRUCTION A MANAGEMENT _ I I W . - - - - - - - -�- CO s ' 3.11 I 3. �- / / m nifer j 23.11 4> / 3253 � _ � \ U 07 a J _24.9 C 22. 23. 12 .13 , ' I W I � / 25.05 % _ \ � 2.88 C -G G G G G G G �18.01 ■ ■ ■ \� I 4 ' FC 2. 9 2 , . 5/ 23 ° W TC2 .20 23,,25? C 1 �\ \ B 2 .70 1 23.20 23.17 23.20 I a 3 �d '/t�/�� r(,► N EO " I 5 Q��ta� DI -3.7�' 220 f 23. 0 23.20 22.50 .� \ f� �p' o I \I o `V I .48 \ c= 3 x 31.90 W p 23.20 \u I M y x 6 / Ckf o I Nti ' C; I 41 tf7 ! --92So r 1 ,=� r:,{ �i' O I 11,11, W `\ LL N / ~W x 16.%1 j T 33.66 , (�W E 1 23 23.20 ` Z L1-1 RIM 22.00 B 33.16 BC 33.68 NE ® CF N 3.05 W -' ,' 5.TC 33.52 W ( "4 LOPC LL IL \ v �+ a' � P I Q /� wi;I;3�35 _ / ' I i"- \ 1a \ E 22.9 x 26 90 / ( o ' \ x 18.31 o„ , x BC 3.02 / 23.20 I -/z 22 <"- \s'I�I r 1.LJ PROPOSED ZIPPER DRAIPV I � ,� 3<1P 3x ! ® 1 i o TC 2 .0 RIM 40 RIM 2 0 E I I _ �I = BC 2 .5 ` 1� U = \- - , , U` / INV ,2 .47 _ I. 2 0 \\\ `- _ issued date` description 00 3.1 3.20 cI I i \� W 22,50 1A44 1 q U - -r 7 rg 2.07 1 7-19-18 2005 WETLANDS DELINEATION � TO 33.60 23.20 23.20 1 / 8"eJ \ 2 8-22-18 ADDED STR'S:23C,23d,376 BC 33.10 II = i i 2 0 ,� I `. 3 31 �N W, I 1 ®rlfC 24.3 P' F - F ` 11 _� F \ 0 `� I BC 3. 23. 7 � � �v v v v vF vF -z�J Q 0® ��- \ o IIIR 191 9 -11 bio 3 11 1618 REVISED U ` 406 TC2 o r--- ti - 2 9 s 23.1 x 24 2 RIM 2.60 4 \ LLI 356 BCW 02 8 I = , o B .69 = RIM 22.80 _ f --' x 7x77 } RIM .80� 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS /g ` I I1�1= .00 T T T T T T T W 22. B 7. 9 -� T 026.3E g ' / N 0 1 22.60 I x 33.63 r+� I 282 _ ti 23. g 22.90 O I 3 j W = 2130 15 LF23.1 \ �� 4 _ F - F F F O = BCI 33.13 U / ( , \ ,�"4 HDPE / tw°� oe 23.10 3.10 ;" -10 �w w \f - u I I I o / N 1 I 15 LF / ® 3.D6`1 \ do U 7 I I E� \ 00 `\ / _ N i � RI>4 22.60 O_ 33s �* 8% I. N'?89 W = C 23.67 \ , i 18"4 119 -0--o- BC 2 .50 2 -23.� v r '�2386 i I - _ _ r / x 33.67 I TC �78 - '' 24. 5 �'IN \\ � � - ' 8 W issued date description \ 1b \ � Q d x01.97 A O x 34.4 310 33.17 BC 28 O /I �� 2509 4.59 H 4 cp v�0 /'° C; 23 6 P 0 x 34.32 4, 5 32.83 W 2 19 2 '�� - a 23.39 h Y 3.1 rn 3. 5 � � \ .m 2 7 23.20 . 2A.91 r 1 x 01.40 . � Z 47 TC 33. 2 3t.<�W� ( TC 26.35 24 ; / - 03 00 ® ^� 23 10 23.20 -2 .08 F - F a .751 BC 33. 2 .3gBC 25.85 00 \ H - TC 23.00 \ I = 124.16\ - -\� \ / BC 22.50 BC 22.30 BC 22.50 .^ - I ti 1 1 ` ®� ; / ° 23.10 23.20 RIM 22.00 v ® TC 22.75 ' ' \ y \, 018 - �I ° W PROPOSED ZIPPER -T ('� bo r 3 DRAIN 23.os BC X40 BC`'( 22.30'.1 \� C 22.90 BC 22.25 01 o I x 222Q rtJ 1 U �I F F �\ H I / x 9 23.06 - /8•. o -1.5 / i TIC 6.33 6.38 0 \ 1 �I m cb \ RIM 22.80 22- �� \ >o y T 04.3ol _ 1 LF - ° INV 22.47 ° BC 2 .83 2 R►M 24. 2 r 61 l TC 25.46 25 7 \- i 8 J 1�' HDPE �� �� RIM 22.60 i� R TC 25.11 �i 27.97 x a \\� 4 ; i ® ; 4 ®' 118 y 1a" 4 23.20 2 g � ,7cz�Pa,3\ , M 224 C- BC 24.fu1 1 i� ra r IP I 1 CV 3.2 = S c \ = 25.11 \ QC 2 25.85 \ 1 �<c7 0 � -\`23 LF 814 L 3.20 - o \ - \• s r 34.41 \ W H \ 1 1 2 N --+- a o I TEM 63@ _ RIM 22.2 x 3,.26 \ I x2x45 a o, M m I I --\ title = N� 425. \TC 2 .5 5.81 ® -_ -- 2 e 23. _! 1 `� 22.25-' - \`m B 22 _ \ , W , - ; ( NORTH i� 1 F%- r 1 I �' ° \ W W a BC 2 .75 26.55 r --�/ x 0363 1 r J > �p / 011 2` .�.' 22. E ° I \ \\ �6 -26 \� 5- \ °y 11-- DRAINAGE j \ x 3172 H C 26.70 a \--� 07 x 19sALL >O$ C C 26.20 `�\ x P9.7s \ 34 �Z1 \ 23.0 RIM 2 /0"3.18 48 LF °-� 0 - ` RI \ 231 18"4 HDPE �'� ° PLAN C x332 r� 6.86 ° 27. 0 1 D �� \ \\\ C 6.4 \ LIL \- CF t 1 1 x351 I i �- "TC 26.9 / \ .10 3.20 \ x 19--3 3.2 18'4 HDPE`.--- 0 20 40 �\ BC 26.4 15 7.Oe 1 \ \ N RIM 22.00 g Feet 5 x 3204 .-.-� W 9 \`_ % \ 23.1 o N . .0 .. �., PLAN KEY - {_ _ N y x 31.62 TC 27.90 27. 5 - x 320 x 18.E .D4 II x J2061 c TC 27. 0 BC 27.40 2 r�-\\ 23.1 \ ® s s s s s SCALE: 20 Q I W 8. 80-27. 0 ( FC 27.13 ` x drawn by: LMY \ � N \� 1957 S S S S y q 3410 x 3304 r,o� 4 = I FC 213 -_: `• (� ifs f` checked by: CFD •� i 3 7. 6' x 6.07 �v 23. \ � ti S � r---a•.----(. .a._11_._._..._.. ¢ I 2 7 28 ! 8 1 rC 27 40 \ 00 0 3 2 x I / BC 22.9 I �� u ''� Irk �� 7.90 ITC I 0 7.40 5.56 Oro \ 11 - I scale: AS NOTED CIL D 1 -B II 3.3 W = 3286 8.22 B FC 27. 0 \ x 2a.7 \ 3. s 23.25 ti y TC 23.00 23. 5 ll• 'E C 1. 2 2018 q \ TC 30s \ 24.88 \ TC 2 00 _ .m.. ,....___r. __-_ - D „ \c c x TC4 8.16- 6. 5.45 25.22 - 15 23.20 3.2b 7 BC 2 .5 x --'BC 22. BC 22. 6 project number: 17106.000 o W Ct M M n - BC 27.66 15 pP / �� 18" D -� 1 LF `1 1 - 111' TP- 2 .56 - , 0 C- _ - e - J - e a _ 1a 0 N `^ 8„4 RIM 23.1 23.20 2 .09 0 22.86 O I TC 26.70 'ti f\ , HDP \ 23 23.16 rn � BC 26.20 'I�IM 22.70 �F 23.16 I x 33.43 f 28' TC 2 75 - O sheet number v - 28.60 28.77 \ , 4� BC `S 1 J ti i RIM 58 D1'E 3.21 y O _ 4 YI r� RIM 27.80 25 09 23 9 2 .62 .90 THE EDUCATION LAW OF THE STATE OF NEW YORK O B. C .72 TC 26.25 C 25,$0 TC 23.20- 23.27 PROHIBITS ANY PERSON FROM ALTERING ANYTHING O ° 25.31 T 3.78 22. 2 22.58 IN THE DRAWINGS AND/OR THE ACCOMPANYING N O 3' .63 BC 25.75 30 23.78 C _ (O x 347 �� 1 ® C ® 6 4�� ® ® ' ® SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION _ ' 13 C 27.0 TC 26.95 TC 24.00 23.66 TC�23 3S� TC 23.4 C 22.�J0 2 F OF A LICENSED PROFESSIONAL ENGINEER, WHERE D 1 A O D 1 -C D 1 - 3 s- - - - c� -� ^ �- -- -g-- -----� ��+' S _ S s S4g-S S c 2 4o RIM 22.30 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL U ( I TI � 2 8 �.' ' BC 11 22,$J ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE MATC H Ll N E A-A T THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION p (NYS ED. LAW SECTION 7209-2) rL P au .rob 00, E s PIN&CAP FND, x 11,77 - x 1302 / x8.10 \ I F e f x 12.18 x 9.52 x` xras \ x 12.97 325 Wireless Boulevard, Hauppauge, New York 11788 x 4.73 / / / � \ � Phone 631 300 1010 I \ / 1/ LEGEND: owner/developer: \ \ CONIFER REALY LLC 83 E. Main Street,Suite 600, I ' 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 X n.14 ra4z � Site/Civil Consultant TC 25.50 PROPOSED TOP OF CURB I� I \ _ BC 25.00 PROPOSED BOTTOM OF CURB \ \ x 11.46 / x14.17` � \ / �x L1•99 FC 25.00 FLUSH CURB ELEVATION x J2sf / \ x 139¢-- '\. RIM 25.00 PROPOSED RIM ELEVATION __ -� L K.Md-EAN ASSOCIATES, P.C. \\ - OCT. 17, 2017 LONG ISLAND, NY / xy�22 FRESHWATER WETLANDS 437 SOUTH COUNTRY RD., x 12.73 / \ BROOKHAVEN, NEW YORK 11719 BY GARY GENTILE, LKMA, PROPOSED LEACHING BASIN x rr,72 x 1317 I I � ��Q 'Q � Tel: 631.286.8668 / \ ACCEPTED BY SOUTHOLD 'Q15; W/ SOLID COVER X 14.7 TRUSTEES PERMIT#9174A, - / ,/ \ 3/23/2018 ,��� PROPOSED LEACHING BASIN x17.73 �� W/ OPEN GRATE x 7.22 moi\ \ \ 2005 FRESHWATER VINEYARD VIEW i \ \ WETLANDS BY C.W. PROPOSED CATCH BASIN x 128, BOWMAN, LAND USE ESI„ 17 TYPE C-2 NORTH ROAD \ \ x 1313 �•- ' / .- \ \ ` AFFIRMED BY NYSDEC TOWN OF SOUTHOLD, N.Y. 11939 LETTER 6/20/2018 ®; PROPOSED DRAINAGE MANHOLE 3 / x t6.% \ \ 18 (SEE TABLE FOR SIZE) x 1776 \� PROPOSED HDPE PIPE (SEE PLAN FOR SIZE)x 17.90 17.7.5 \ \ , PROPOSED MATCHLINE // /9 x 14.04 (SEE PLAN KEY) 3: '£�%%i x 15.40 /�6 / \ / /G, \ \ \_z-15.31 W \ l / x 17,03 \ \ x18.25 coni e r . x!9,27 REAS ESTATE DEVELOPMENT.CONSTRUCTION 1,MARABfiMENT W ,./1 V ,738 PIN&CAP z J x 16.13 x 19.14 -__� seal < ®� evEtd✓ r l x 2x64 \� U 14.04 x 2x86 \ y R• v � /� x 19.33 x8.13 NI \ \ I i Y \ \ \ (iC1 ZJf'1. x 18.03 __....-.. _ � \ \ \ � t..• CONSTRUCTION FENCE -\ x 11.61 issued date description c i v / v / x 2249 .�'� x 2?- 2.02 \ 1 7-19-18 2005 WETLANDS DELINEATION I�21 s7 SILT FENCE x 18,t3,\ \ x 14•!0 \ ° (I.E. LIMIT OF DISTURBANCE) N/ > \ 2 8-22-18 ADDED STR'S:23c,23d,376 ` X\", s � x 1877 / ✓✓,,.J-,,, ;-.x ��, � (TURTLE BARRIER) � � I ZZaoa `\ / \ x 4.50. \ w O _ \ \ O 1��� `� h \./ . . \ 4.2 \ \ \ \ \ y� ----'-• \_\, � %\ '� \t) x 19.43 O TC 23.00 99 61 • 1 TC 23.0 ` 21.13 \ •c`' _ r BC 22. T 23.10 x 1755 \ \ issued date description 310 x 2? \ \ � \ aT 23.00 o F TC 2 .00 \ \ \ \ BC .50 \ \ \ 3 C 22.50 23.09 w x 9.sr v 3. ' F \ F 19 3.11 ` 0\ --23. p STC 22.75 -6 I x 2125 ° r oQ� \ \ \ BC 22.25 P-6 TC 3.00 W \\\ + ,•'�:` d r TC 23. 9 \ \ \ \ O T BC .50 ; ® �"\7� ,�� F w F F W F wF W Fw o -1 .5 I I TC 23.00 \ \ o yo T T T , T + � %r BC 22.50 \ \ N r ; \-23.20 23x297 23.20 '• �o W 2.2% ;' ® �` +21 0 x X..'x313 \ \ 11- ` J w -�� A5 Y\ ���� I 311 23100 1 I x 1x38 \ \ \ v W �a m 23.20 F �� Q LO -18'0 ' cl I ' \ W J N D W 3.20 ° 0. \ \ -\ Cn i C) W LL N . I N ( \ \ title \ x 74.64 23.20 TC 23.0 x 2 6 a RIM 21. 0 ''�� 3.20 0• 19.80 \ 22. 6 -o I I BC 22.50 ,�o , . DRAINAGE m �F i -2.2� -� 5.9 510` ' \ 20.81 \ ( EAST) W I \ - ° RI 22.29 \ 0 �$0 N �� N ( W W ; 23.20 w FC 22.32 W J M F w 1 � \ PLAN F " 1 3.20 1 i i a. V N 1. z 20.55 \ N IDP i 23.20 `� TC 23.00 C _ ��' ,.y9• x 19.16 \ E` ' 3 2C� � �_.' x 2aoa� BC 22.50 J _ I I x v 20.47 v 9 I TC 23.00 w TC 22.8$` m z �. \ I \ BC 22.5 BC 22.38 x 21.77 W TPN o ,.� z -s / s •04 23.09 x 1' FC 22.4-3 3 11 23.20 23.20 N < N � Q 1 i 1 _ `; \.\ ro 3 I \ \ PLAN K EY s s _ B� 65 s s s s s Bc 2238 � -\� / x 17.47 TC 23.00 x 20.49 23.20 sI i A \ CL 23.00 a 2 .10 FC 22.35 s I `- \ drawn by: LMY C 22.90 23.14 \ RIM 18,50 /� \ _ TC 23. o TC 23.03 I BC 22.50 BC 22.53 FC 22.47 23.20 23.18 \18.50 .00 j�1 �� I i; 1i l checked by: CFD 23.00 " 4 T BC 22.9 IM 22. 0 RIM 2 C 22.40 / � �(n (� '. r , TC 23.6 TC 23.45 H --0.7% 23.17 `" L®, o 180 ' ti BC 23.1 BC 22.95 �o - - ¢ _ -,� 1� 0 , P ` _ -- I1 1 . I ,I scale: AS NOTED TC 23.45 E a D 1 -A D 1-B `,, , 3,� I BC 22 95i� 3.13 0S w / -___ / x 111 1. DEC 1 2 2018 w': a . I 1960 �,. r) [22/86 C 23.20 "PC 3.20 `--' TC"2 .00 R 23.10 l I £ , project number. 17106.000 tet- 0 1oc 22.70 BC 2.70 W TC 23.6 I 23.14 2.23 I / 1 r�-._ 10 BC 2 .50 9.4 I S^ ,I;c:'Tl.: m 6 TC 23.30 TC 23.63 _ BC 23.18 w / 0 BC 22.80 BC 23.13 -� TC 23.22 5�° I / c / I 90 TC 22.95 BC 22TC 24.25 .72 "��" 23.23 '£3.03 / I 9' / x .64 / �- sheet number CO `-- BC 22.45 BC 23.75 TC 23.28 �ry 2.76 F 9 W C 22, "T--' THE EDUCATION LAW OF THE STATE OF NEW YORK ® ® x}I•!!� ® �� ® PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON O TC 24.20 BC 23.69 rn 2.97 IN THE DRAWINGS AND/OR THE ACCOMPANYING p RIM 22.30 1 TC 23.86 3 23.1 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION DI B ti� BIC 23'70 FC 23.8 BC 23.36 � w„ � OF A LICENSED PROFESSIONAL ENGINEER, WHERE _ 23 / IT ( / SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL o D 1-C D 1 - � ® 23'88 BC 23.66 x �,°` ^ C 25.38 TC 23.38_ _ 0 20 / 40 \ ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE M AT C H L I N E A-A Feet THE FULL EXTENT OF THE ALTERATION ON THE U f DRAWING AND/OR IN THE SPECIFICATION Q) SCALE: 1 201 (NYS ED. LAW SECTION 7209-2) IL LJ MATC H LI N E A-A t c�F @8.22 B +25.56 3. 8 " TC 23.00 23.25iixw: 4 x 2e.7 23.25r 27. 0 \ TC 23.00 3 4.88 2 x I - 2Y sdSP \ 3286 TC 30s x30.44 5.45 - co 23.20 7 BC 2 .5 BC 22.5Q �L 22. a A 34.6 TC 8.16- 2`22 ` 1 ° 3f.69 4 F C I 6' S F i 18'5 .` 3.2 �•�_ 2 .56 -, �.' ,,L :a• M M M BC 7.66 _ NOPE D LF \ RIM 23.1 1 23.20 2 .09 -'" [22.86 ~~ ' �18� �' ` 18"o HDP ., 23 \. 23.16 O�° c 28 s T 26.20 ' RIM 22.70 LF 23.16 325 Wireless Boulevard, Hauppauge, New York 3 `� x 33.43 4 28.60 28.7\F 4 6 TC 2 .75 EIC�5 _ OP `--. 11788 - a �- \ ! s BC 7.25 19°' N RIM 58 f 3.21 y 2 .62 90 Phone 631 300 1010 f a �1 RIM 27.80 25.0 W B.1 4 ti s C 72 TC 26.25C 25.80 23.9 TC 23.20 �` 23.27 22. 2 22.58 LEGEND: q 0� .63 BC 25.75 30 25,31-/. 23.78 •\ T 3.78 ® C ® _F� owner/developer: J 3+' XVI34. X 34.1 �� ® ® 6.4fs ® s TC 23.4 C 22.90 2 ' CONIFER REALY LLC _ g 13 C 27.0Q TC 26.95 TC 24.00 23. 6 T 23.3 RIM 22.30 �� I -� 34'-' - - _ = ' O 2 g 0 C 26.50 s S -� SBC 1 1 S B 22.8 \�-S 2240-s�-S C 2 .40 83 E. Main Street,Suite 600, cam \\ ® s S s S S �' s s s S S s �s S S 1z S S s S ® X ® 23.88 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 ` I 8.80 N c r .20 _ r'� O C 23.38 TC I I 0 x a J BC 26.14 TC 26.37 �R \ TC 23.49 TC 23.68 TC 2 F 88 N \ \\ C 23.96 �\ •76 / 28.3 x 885 BC 25.87 BC 22.99 -_BC 23.18 BC 2138 I C 23. Site/Civil Consultant x 3 \ X 3 1x 34, x 34,46 4 % \ W 96 M M M M M I M M x 6.90 M�M M M M M M M M TC 25.50 PROPOSED TOP OF CURB F 28 D II-' W 6.68 \ ��' � � � 4 BC 25.00 PROPOSED BOTTOM OF CURB 8 � Z 1 7.95 / 2 .36 24.75 4 \ }2 0 SII , / ° lx 34.77 / - - (w� �� E �f-27 7� 7.80 7� 26 ( 4_.6 T IFn4_ G_ 344 \ / \ O V LL E e- e T GT GT E i E E E E E- FC 25.00 FLUSH CURB ELEVATION J T T T T T T I i RKG E E E G G G G G G G G G G G T ''-- , O , G U �.� E 1 E E E E E E E-E E E E %!'� X 23:50 " TIC z LO W W Dr of I ' w�---W I z 2666 11 23.50 3 \ BC 28.84 / ILL. 81 / 11`' 6 4. 0 I 12� F ? . ` W-Z� I 4 24.56 RIM 25.00 PROPOSED RIM ELEVATION 3 I i X 3 F 58 �' L K. McL.EAN ASSOCIATES, P.C. 7 . :'RIM 2s.00 -.� Q >� a - _ -.- 1 .-'_ r . •Q . . . '. 5.00 1}' LONG ISLAND, NY 28. 7 I +28.88/ � _ Z Z. W \ / 8.86 �� �• I 26.85 ...i \ -!4.50 - - - - _ - - -, -�<_ - - - - X 2a9e T \ - Z W _ \ 437BROSOUTH COUNTRY NYORK ,11719 W / -{z t1� ({��`` / \. '�j _ - �.:. 4 :..2 i � Tel: 631.286.8668 -3' - -- x 3424 181 y A` G1 �r ' 2s Q \ QF�-. > 15 W/ SOLD COVERING BASIN `(� ,W �_ w `�� "V. PR. 26 X 2276 .50 RIM 24.50 ` RIM 23.75- ( i I \ a 7.90 'f Off\ / S �6 �. .. O � CJ G �` '� � 23.50 \ 3.50 � • N PROPOSED LEACHING BASIN _.... G _.- 36 - �� �'C ... . / x -�\ \ x.16: W/ OPEN GRATE RIM.26.00 -.... �� \ i % `\ RIM 27.82 LF \ ' ' i VINEYARD VIEW k 31.30 1J .59 1 / 9.92 X 28.1 . . . i PROPOSED CATCH BASIN --��---- \ w 17 TYPE C-2 NORTH ROAD r _ .__ ��''' '. , 5e M4 - X 1 X 2'36 `��' TOWN OF SOUTHOLD, N.Y. 11939 � x .52 2�7 5 \ / �, ,� \. 3 M � `\ x 34.66 � •/ i` � \ /� % y $ I r] ( 1 \3 7.00 $ \� r _ CONSTRUCTION \ `�\ 0'0 1 \; 18 PROPOSED ABLEDRAINAGE FOR SIZE) X26.63- / � FENC��� �` ( ) LL PROPOSED HDPE PIPE x 3 3 x .87 I ` I ,\ �.�. I \��-�` �, I / \ \ (SEE PLAN FOR SIZE) 0' cv'-j' SILT FENCE (I.E. LIMIT OF DISTURBANCE) \ \ 50 00r, J / (TURTLE BARRIER) \ X 2,11 '�\ ® PROPOSED MATCHLINE u ' R 2911 \ RI (SEE PLAN KEY) X?7.75 23.524 24.E x 2441 X 2377 \ x 24.76 \ \ ` �`•`.3�. _..-._.--._... x 27.67 , \ conifer': i, REAL ESTATE DEVELOPMENT, CONSTRUCTION A MANAGEMENT X 35.33 U0 CO OCT. 17, 2017 \ \ x35,36 X - %2$'26 / FRESHWATER WETLANDS \ \ m _ X 3 BY GARY GENTILE, LKMA, \ ,a / ) X 31..8 / 26 -..-. _ W se / . Y \ x 25.9, ACCEPTED BY SOUTHOLD X 2437 _............... _..._ x 2 �,��� ©'�� X 24.81 TRUSTEES PERMIT#9174A, ` 7 C-0) / 3/23/2018 L y F" x 27.13 /' x2307 2396 Q) x 29.14 x 2306 Q X 3.10 . ! 7 x 1 I / x 3347 JI / x 26.75 x 24.20 If/// Y ` 11 v /� 2398 2005 FRESHWATER � \ x 35.01 WETLANDS BY C.W. p / issued date description } i x 3.04' x 37, \ 11 1 4 is 3355 \ :�E 3620 1 ! / t'ti / I I BOWMAN, LAND USE ESI„ \ i 1 7-19-18 2005 WETLANDS DELINEATION x 2495 I� / AFFIRMED BY NYSDEC X?279 \ i x 2389 --24, 2 8-22-18 ADDED STR'S:23c,23d,37b LETTER 6/20/2018 x 2358 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS C> I o / I / / ' / \ j / \ 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS Q \ / X 22.04 2597 x iF4.02 / o O N (D ' � i \\ \ x 22.91 O j / x 30'5 1 \ / %222 x 23.65 issued date description / in PLAN KEY U O C 0 20 40 O Urn Feet LZ D1 -A D1 -B SCALE: 1" =20 V 777777777!!"7717 77='77 U, 0 le (WEST) DRAINAGE D1 -C D1 - PLAN 1-110 41 .1 drawn by: LMY CL (�� checked by: CFD T i)1 N i o IJ `,• DEC 1 2 201$ �'/i scale: AS NOTED 1..1 E o... I 6 project number: 17106.000 o �'ia:^ W sheet number a� 0 THE EDUCATION LAW OF THE STATE OF NEW YORK 00 v PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING O O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION DI -C N � OF A LICENSED PROFESSIONAL ENGINEER, WHERE r' CD O O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE (NYS ED. LAW SECTION 7209-2) Q / DRAWING AND/OR IN THE SPECIFICATION d MATCHLINE A-A BC 22.45 1�+ L•h.L7-� TC 23.28 / Z./b =,1 F BC 23.75 BC 22.78 ' s TC 24.20 _ _ 1.._ W H ® x �■ -�® ® ® ® ® x 150�� i` 1 RIM 22.30 BC 23.69 TC 23.86 22.97 ® ® � '{ y 85' ✓ " I ",$t . .••q°fta'.'^.^l, fid. nPC BC' 23.70 FC 23.8Q 23.1 / 23.88 TC 23.66 V BC 23.36 2a C 25.38 x C 23.38 BC.23.16 x `L� W TC 23.38 B 3.13 2s 23 13 - B T T T -r 1117 -1 li' T `f T T- G £ `• s1 C 23.96 FC 23.59 T E G G G G G G G I T G 2R W �- E E u 3 / \ / C 23. TC 24.15 C 25. E-� G BC 23.36 BC 23.65 x 1 / ,. TC 24.38 G� TC 24.55 23.20t23.202 cl FC / W BC 24.05 / 1,.48 BC 23.8 1 G BC 23.67 24.85 I 2 .16 TC 23.14 23.20J X 14.87 I•_04- 24 _� SBC 23.13 / / ��� 325 Wireless Boulevard, Hauppauge, ppauge, New York 11788 E E G E E E E-E E 'E E E ~ TC 24.45 C 3 1 1 FC 23.11 ~ / x 1665 �� Phone 631 300 1010 -�-m- BC 23.95 _ � � _ \ TC 24,90 - 24.90 TC 24.45 23.20x .42 2 , � LEGEND: x1533 owner/developer: 24.56 BC 24.40 BC 5 17 \-TC BC 24.40 BC 23.95 T x M49 P 3 _ x 1767 _ // W CONIFER REALY LLC OQ TC 24.55 83 E. Main Street,Suite 600, 60 O TC 25.30 % .41 ( BC 24.05 h / I f 1�� / 5.00 L� \ I BC 24.80 i2 25.00 TC 25.38 ~W �' RM 2 .50 'J - F _ ` j f \to //� 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 BC 24.88 I r. Q LU a [ / x 14.08 9 v--24.98 C 24 c�W � S s S � � N / I/ \ 2477 \ "��""- N W,S J cr) CONSTRUCTION FENCE � W / / ' Site/Civil Consultant 94 Qc; TC 3.080 3 12 '�. I.1- N N TC 25.50 PROPOSED TOP OF CURB \ _ s.oa FC 24. IBCy 2.58 x 1.89 m Z II o \ x 1458 BC 25.00 PROPOSED BOTTOM OF CURB W � � ' ~I I h 0 23.20 Lt_t 00X 1752 SILT FENCE - TC 4.99 x 16.E 25.10 25.10 2 - .0.4V W __� -1 7 ti J �,'�� (I.E. LIMIT OF DIST RBANCE) x' 22 \ / , / FC 25.00 FLUSH CURB ELEVATION I T 2 02 / x / 24.77 x 23. �\ I I B .42 X3:20 = (TURTLE BARRIER)y \ 25.10 t 2 X 2523 \� �I J _ 10 1.9 ��WP1% 8 -2?.96 23.12 Ld 23.20 23.20 23.17 f / RIM 25.00 PROPOSED RIM ELEVATION \ Q 0 W I n- y - / L K. MdJEAN ASSOCIATES, P.C. Ln 6 = y ` - J= I / \ x 14,23 LONG ISLAND, NY a V- N T-� W � / I /� 00:% \ 437 SOUTH COUNTRY RD., ,J ?- \. •- � � H RIM 23.10 - �� / - PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 ' V I . r I F IM 22,.,37, �-�------- 2.21 ` - ( � Tel: 631.286.8668 \ ; ,18 0 DPE / ti� / BC 22.01 :,`-,% qo\ -\ x �15.1W/ SOLID COVER m Z ' TC 22.51 i \ oa TCI 2 .72 TC 22.50 / x 15.10 ' I B 2 .22 G. PROPOSED LEACHING BASIN ._ % BC 22.00 x 50 �� C 22. ® x 1558 OCTOBER 17, 2017 �16; W OPEN GRATE RI 23.50 no 5.03 25.10 S�L � C 21./0 x16.54 FRESHWATER WETLAND -- / 2 \ \ ,, s.10 4, G G G G G T 2 13 DELINEATION BY GARY \� T ` _ T T G G F 22.19 2 " - -� B�2 3 \ x15.33 \ GENTILE OF LKMA) VINEYARD VIEW \ \. 24 24.99 � 7 TYPOEOCSED CATCH BASIN NORTH ROAD 7/1 x 3 0 3 3 3 `„ \ 10' OPEN SPACE SETBACK PROVIDED (TYP.) TC 24.45 _ S S ry S _ _ TOWN OF SOUTHOL , N.Y. 11939 s D 24 8 PROPOSED DRAINAGE MANHOLE h - _ BC 2 .40 BC 23.95 0 •� \ 23.45 -4. e �w 4 � J6 - - x 16.14 - __ -_ 18 ti 23.50 Tc Bc' tioo Tc 2 .70 _ EI � X 1673 / (SEE TABLE FOR SIZE) 3,5Q W Z x 6 °�o BC F _ BC 22.20 W �/ . if- ..(�. (\c0 1 i 1 E E E ITvfi� T -� 80 ��, \ x 1561 % \��r%. PROPOSED HDPE PIPE .` `�` ✓ � li - I \ x 16.16 'i 158 :r/y /�/i9.G.cc-;>, 'I4 � .Q . � \' ,y \ TC 23.05 �I - _._.... � � � (SEE PLAN FOR SIZE 4� W -' 2.55 \ qo C(.' Z W :RIM ..25.11 I 23. 0 .m 91 q W d j J � j _ J o 2005 WETLAND DELINEATION ® PROPOSED MATCHLINE W 23.50 \ +25. 0 3. „ L e `� _Z__J,;W m DPE M _ M _ _ M N N \y, \ (BY C.W. BOWMAN - LAND USE (SEE PLAN KEY) r _ �° ECOLOGICAL SERVICES INCr, ` d RIM 23.50 / ) x 1743 , x 17.17 23.50--'�-.i .24 x z�2 72" � r / LF 2,0 / 1\, ` 'FDpf ,� \ -78 ■ Ux 1750 ��'___•__________•__ ..-4_. -._._. • __�•___• / fCLMG1 7�L X 1765 - 8 .__� \\ c n zt«^ Q / / / •'^' \' x 16.44 \ •. / REAL Eb TATE DEVELOPMENT, CONbTRUCTION R I,fANACfiMENT '-"►. V '� / / / \\ O 8 - / X 1a34 seal .17.00 . FI °- / x:945 \ +1 3 \ c�? �C', CT. 1!. �`- \ �/ I o \ \ `-.r✓f�/ IL+M1 lit X 24.21 Z W� 0 x 23.47 / 1 , \\. �• O Z \\' O X 18.64 x 20.4 x n.3s .� O• Y Cf` F1U LIMITS OF 100' o / 1a5�� �\ .'z O� \ . ]7.16 .. � ` o x 1751 �.�u?.Qw . \ \� �♦ (2005) WETLANDS / \ BUFFER (TYP.) ^��^/ 9'18 issued date description c �\ 'CK' ` 1 7-19-18 c� 2005 WETLANDS DELINEATION 9.06 ♦� 2 8-22-18 ADDED STR'S:23c,23d,37b / / \ ♦ 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS U i ♦\ x U- 18.9 �1 -� / 18.72 `♦� O x 2241 .�' / j x 1617 x 1785 x 18.03 OCT. 17, 2017 \ ♦�. / X lots] / / \ FRESHWATER"'WETLANDS mac' �\ x 19.16 / BY GARY GENTILE LKMA, \ �- � � issued date description / ACCEPTED BY SOUTHOLD i _ TRUSTEES PERMIT#9174A, \ ' I� X3/23/2018 ' \ x 1a87 % I ,4••, / /�/ \ \ x 17.82 �. `% I X 18.20 0 PLAN KEY o / %11'76 �\ \ LIMITS OF RAIN � \ � C) - ��x 15.90 GARDEN / \ x 15.21 x 18.26 w \ RETENTIONAREA \ ` 1 x]a45 2005 FRESHWATER WETLANDS --- ! X 1584 BY C.W. BOWMAN, LAND USE feeD1 _q D1 -B / ESI,/AFFIRMED BY NYSDEC ` LETTER 6/20/2018 �� \ \, x 1a27 i 1 \ ` N x]5.98 \ x 1717 ; , �- title (SOUTH ) a � _ _=�-�_--�---" , DRAINAGE r\ x 1277 r. X 18.23 N PLAN -D x 1357 `- D1 _C D1 _ 0 20 x15.15 40 \ '�8 -- o t� Feet / / � \ x 1502 SCALE: I" =20' 0 Q drawn by: LMY o I~ checked by: CFD Lq E a �C ! 6 scale: AS NOTED DEC . 2 201 I:-- q- 0 I project number: 17106.000 001-1 sheet number O O THE EDUCATION LAW OF THE STATE OF NEW YORK N O PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING 0 0 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION DI -D O O SUCH ALTERATIONS OF A LICENSED DARE SMA EL THE ENGINEER,PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE N T THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 0 40 80 Feet 3577 ��4 ..r , t,, _ '•..;-�'�.. 35.34 3546 3531 33.81 SCALE. 1" =20R 10 P , , 2 33.12 C MAG NAIL SET _-- xN 345,218,61 x ASPH. CURB X E 1,428,94 7,76 34.18 33.35 3307 W -��" W -=----_ , x LIPAIS ELEV,=34,36 \, _ Q •y 32.53 3 3326 {,; W --�•, M tQ 9�' 31,73 W wIOUL xk ;' Wu ...P,_! DER' � -� // LIPA16 x 33.37 32.40 � R� 1 7 '' ID ....,.,,,,• x ^ 3319 '4 .,_. _.. ,.....,....._ ROAD W --------_..._ M, ---- � . - �'3 `'"`' "^,-..._ 3- f am .., -.,. _ x- '�^� x� \ `ry W X3513 _-,NO,RTH C . R . 4 8 REMOVE EXISTING PAVEMENT w ___"�� n� l `5 ..„.„...,,.,..m. ,,,x-84.93.. .,._,.,., ,., ., .. • •--.. MARKINGS (TYP.) CENTERLINE OF �.. ``~ w -�- W ------_____ W EX, ASPH, SHOUW DER> W W � w COUNTY ROAD '`�- . 325 Wireless Boulevard, Hauppauge, New York .....X 34.47- ,, ..... .._.....,.._..._. _ _ ,,,,._ _+�84.32 _, O OQ �..._..- .. .�,_„__• 3375 DRAINAGE HEADWALL �''I I Phone 631 300 1010 NEW PAVEMENT +`• `�"'_.._ ._ ----- EDGE QF PAVEMENT I I �. I O I i E V ASPH. SHDUL MARKINGS (NP.) EXISTING EDGE NT q OPRTATE SIGNAGE &-'STRIPING JO __,-_-,_ _ ____.. .., _..__ 11._.._ _ ._,....__ , _ _ x53,98 _ , owner/developer: _ h PAVEMENT ~~' BE PROVIDED UNDER THE DIRECTION OF I CONIFER REALY LLC x 34.87 X 3A" ' 1 8.7 �``� I C E. Main Street,Suite 600, ASPN, CURB x 34.38 Q '"1^ DRAINAGE HEADWALL X I I '4I G ______ G 2 SCDPW 11 GE JF ANDTFROMATHEB EXISTING �1 �r - - Rochester, New York 14604 w X 4.78 X15 3,.s H °S 8 ' CLE FACILI x 4.54 _ .. µ I I p x -;. x 34.18 8 Site/Civil Consultant _._ _ - \ 'x 4.94 X 34.66 111 ,, �-.r w i3 34.11 � .�. � � i. t• ��,.. ^Jim:'r;,i.%" `�' �. :3P$: i S. 'x 3446 . t ^y ;z I i '„- x. .X 3277�wM RCP . /. STORMWATER PRET T 1 L K Md.EAN ASSOCIAT7=s, P.C. 1 = ., LONG ISLAND, NY R /. ' 1' A, AREA . . 3 O F � ,/� � � � 437 SOUTH COUNTRY RD., 3 CENTERLINE N E j BROOKHAVEN, NEW YORK 11719 C Tel: 631.286.8668 ENT ROAD - - - - - - - - - - - - I WEST E x 36.35 , " r'. Rr I CENTERLINE O F I �3�cfidf�RF c--R AE , X I' ' EXI R - - - - - - - - - - - - - - - - - - - EXIT VINEYARD VIEW EAST T ROAD ,.' = NORTH ROAD r o x .• _ _ < / ',. .> �.:� . 25.0 TOWN OF SOUTHOLD, N.Y. 11939 \ I x 3206 11 .0. 1 x 3s f •%z / iii f „l i L 22 ' x 4 .23 l i 3 I , �. IN GARDEN x / ®1 1 Nr If 1 l STORMWATER U1 I g � s , . . . . R-3 0 - �" . \; , . . ' •-'`"`�. . . II .. � � 1- -. RETENTION AREA 3286 BIO-�V�IAL ..p 1 �� STO MWA .ER R . n� �- COMMUIT-Y K-DG. ! - _ RETENTION AR . x conifer'- �4 , 3748 ` . 1' 1 \ J,, _ ::: O (n / REAL ESTATE DEYEIOPMENT,CONSTRUCTION a MANAGEMENT �wwP i , / _ate i t 1 O X X ""•s a,+ rx,•" V , w / 6 se e S' f X-srg9 e E T Y } � V t 1 I / i s% , ,r „ cT e , o „ ; „ ' , 1 � � i�. e- a y j t \ Y 1 4 a t. / T i BLDG. 1 TYPE fN 00i wxW,. C a'. 6i B 1 4 1 LI IN GARDEN t N _ %x c 19 ,c i 's 1•. x 2911 i ,..1 O RMWATER a � , J 97 W' Y</ i 1 m, .p 1 r; 2 I , ' O �.EA i .N' . i Z• Mr OI issued date description v 40 1 6-22-18 ADDED DECELERATION LANE AS 0 rY PER SCDPW COMMENTS I 0 U ISI CR EDGE OF ROAD LL_ 0I 40 36 O O O 0 04q- q P . C1P D. CR 4 EDGE OF ROAD �8 6S issued date description 36 - 32 EXISTING GRADE In �€ rn PROPOSE GRADE �g L --4-.-65-,, W o o - 41 3241 28 '8 o Ld 0 a, 0 \ o E- J EXISTING GRADE I 2 8. 6 ,9 28 g 24 8 w O 111!77 o ROP. C.I. title ROAD PLAN = 27.0' S�q •qig% -0.15 24 20 & PROFILES N _ (SITE ENTRY) 41 DATUM ELEV DATUM ELEV : = -I 20.000 16.000 r__� N 00 d- 00 � 00 � M 00 O 00 Ln n 00 I� � O N 1,.n Q r__ CN OCn � � O0') � � N � � Ln SCO 000 fid- � � SCC? � � ern O � �p � I`n � d X00 =tet � . N N N ,� O 00 Ln N Ln p- In (D �-� drawn by: LMY LO O 00 N Ln N � . 00 Ln . O . 0-) In c9 00 � � 00 C6 00 C6 � � � d � d NN � � X00 � I� SCD checked by: CFD �� Q n �`� NN NN NN C\4 � � ern � � � � rn ern NN NC\1 NN C a(trL i r_.,.. RI scale: AS NOTED ,- - M o1 +20 project number: 17106.000 � Q 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 o = WEST E TRY ROAD (CENTERLINE O N CR48 sheet number CO v EAST EXIT ROAD C N T E R L I E R 4 THE EDUCATION LAW OF THE STATE OF NEW YORK � O ( } ® C � PROHIBITS ANY PERSON FROM ALTERING ANYTHING O IN THE DRAWINGS AND/OR THE ACCOMPANYING SCALE: HORIZ.1 "= 20', VERT. 1"=4' (5X EXAGGRATION) SCALE: HORIZ.1"= 20', VERT. 1"-4' (5X EXAGGRATION) SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONDI -E (p - - OF A LICENSED PROFESSIONAL ENGINEER, WHERE O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL �- ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U � THE FULL EXTENT OF THE ALTERATION ON THE Q j DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) d PROPOSED 3'x10' CONC. PAD WITH 12" HT. 40 PERIMETER CURB is COUNTY ROAD 48 (BOTT. EL=28.0') OAD C ■ 8 EXISTING PROPOSED AREA DRAIN p RIM EL.=27.87'(2" LOWER THAN INVERT)NORTH RR :. ` w 36 HEADWALL EXISTING 18" RCP �- (SEE DRAINAGE PLANS) µ _I i i PROPOSED 6' HT. CONC. CURB �. Ew ,,,: PROPOSED AREA DRAIN INV.=28.03 iF (FOR OVERFLOW AT EL=28.5') ,_.,. RIM EL.=27.87 EXISTING HEADW PROPOSED 12 MIN. DEPTH OF RIP-RAP (6' WIDE) (SEE DRAINAGE PLANS) 1 1 o PROPOSED 3'x10' CONC. ( ) EXISTING GRADE //� \x/ FOR OVERFLOW •° ' L 7 \ , AEP n U U L_ JJ L l�� I " QUID£RAIL 3 2 r PAD WITH 12 HT. 1 PROPOSED RIP-RAP 1 1 PERIMETER CURB VPROPOSED PRETREATMENT CHAMBER 34 �' (FOR OVERFLOW AT I i 18 PONDING AT EL.=25.5' 325 Wireless Boulevard, Hauppauge, New York 4 EL=28.37') n _ 1 l i (BOTT. EL=28.0 ) _ T ( ) 11788 3 33. -� ,_ _.._.. _ - _ _- `- _,1 I, ___ xS9 --- _33 --- 2 Q EX. 18" RCP PROPOSED TOP OF Phone 631 300 1010 - o ---- -- ____. C� BERM EL.=26.0' ___ 24" 6" DEPTH TOPSOIL (TYP.) owner/developer: 1 3 "-- --'' 32" CONIFER REALY LLC "" _____. __a-w- ____- -_-- �_-- -"`""' �----• _.___.. __._-- � ~--- � � o PROPOSED SAND FILTER BED 83 E. Main Street,Suite 600, 3`L ----x arse _ _ ,• ,•_• _-_.••. - _ -_,_ n 437 �� � •' v -- -31- - 18" Rochester, New York 14604 x 30,M 24 ...�... - __ EXISTING 18" RCP INV.=28.03' PROPOSED PRETREATMENT Site/Civil Consultant PROPOSED BOTTOM EL.=25.0 � ._..--• .__.... ..._.,,. �' � � ''� � - CHAMBER 30 (BOTTOM EL.=25.0') __ --x DATUM ELEV - - - - - - - - - - - PROPOSED AREA DRAIN ..--•- '.--' - - - - -'-yam- _ _ _ - - - - . - - - -�.,,� - \ ��a� { :. 20.000 RIM EL.=25.5' N (SET 6" ABOVE GRADE)/ / ~ �` `�\ PROPOSED AREA DRAIN }- Cfl 0-) 0-) N RIM EL.=25.5' STORMWATER PRETREATMENT SEDIME MBER `'`�-.." -� � � � (SET 6" ABOVE GRADE) � rrj N � N � N � L�. McLEAN ASSOCIATES, P.C. O 1_-1 I. l -- 29_ ____ N N N LONG ISLAND, NY + B `� 437 SOUTH COUNTRY RD., / 2 / ~�`` PROPOSED TOP OF Tel: 631.286.8668 YORK 11719 BERM EL.=26.0' 0.f 00 0+40 0+56.68 PROPOSED AREA DRAIN \ / RIM EL.=25.0' (SET 6" ABOVE GRADE) �_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - _ � � _ 28_ (NORTH ) PRETREATMENT SEDIMENT CHAMBER. 26PROPOSED BOTTOM EL.=24.50 ` VINEYARD VIEW — _ _ __ (SECTIONA—A) NORTH ROAD yam' \ PROPOSED TOP of TOWN OF SOUTHOLD, N.Y. 11939 SAND FILTER BED i BERM EL.=26.0' SCALE: HORIZ.1"= 10% VERT. 1"=5' (2x EXAGGRATION) ( ®����®■ !®a■®®�.uo■■�®®�e®�®a■■®■�e.�®®e� ■����� �■ ■��������s��■..■■®��e�e■®��■■®�I■ AMM■ ■ m owns \ \ F.G. ELEV. \ L - - - -- - - - - - - - - - - = - - - =��-7a- - — = - - - - — — — — — — — — — — — — — - - 25 F.G11 V. F.G. ELEV. =26.00 =26.00 PONDINGDATAELD 25 OR BED 26 r �-• EXISTING GRADE PROPOSED SAND FILTER BED PROPOSED 8" PERFORATED \ `` '� 26 -�' PROPOSED 15.0' (BOTTOM EL.=24.5') PIPE IN GRAVEL AS DETAILED TOP OF PROPOSED RAIN GARDEN / ( ?s BERM / STORMWATER RETENTION LPROPOSED TOP OF AREA (SEE LANDSCAPE PLANS 28 EL.-26.0' BERM EL.=26.0' & DETAILS) coni e 1 3 3 6" DEPTH TOPSOIL (TYP.) =EAl Ef TATE DEYELbf MENT,CbNN STYUGTION�MA AOEMENT W - - - -- - - SEE DRAINAGE PLAN & DETAILS 2 4 •*:...r;• .A :.;. seal PROPOSED RIP-RAP � // PROPOSED 8" SOLID DRAIN - � �o \ 22 ` 2 2 '��,CDq G.CI,�,, -_(FOR OVERFLOW AT _ f �• PIPE SYSTEFOR M (OUTFLOW)UNDERDRAI N 22 ,� 2 ` 2 Q PROPOSED DEPTH CLEAN " C EL=27.75') / ( ) PRETREATMENT " 18 D H LEA O (I / \ i � � CHAMBER WASHED CONCRETE l°,'s.;:�'',=.F��� t39 (BOTTOM SAND <1 ; 24 EL.=25.0') PROPOSED 12 DEPTH N ./ \ •""` LPROPOSED 8 SOLID DRAIN �• v� �% GRAVEL & 8"� PERFORATED \ / ------ \ DATUM ELEV PIPE FOR UNDERDRAIN SYSTEM PIPE UNDERDRAIN SYSTEM ` 16.000 (INV. EL. =215) RAIN GARDEN / STO RM WATE R `,, Ln ,��- _ ,,.,: i \ \ CO r- d- O issued date description � � d- � I\ � NN RETENTION AREA : �� ,/ -- I `� Ln L6 1`6 N N N N BIO23- -SWALE / 0 Z2 STORMWATE 0+00 0+40 0+73.80 ,: RETENTIC)N SAND FILTER BED2 issued date 23 / (SOUTH ) description r \ . AREA . . / I SECTIO -13)B i 2 3 / - XISTI G 18 P 0 VER 0 o EXISTING RCP SCALE: HORIZ.1 1 T. 1 1 NO EXAGGRATION %:° +, /, '• \ l EXISTING HEADWALL V� PROPOSED SAND FILTER BED PONDING ELEVATION . . rn , •N �; �,,: -- ,� nom,.. � � �, ' � ��` \ _ / // e. a•4 3 to � ac,a_ F titleBLDG . 1 (TYPE ° STORMWATER " SEE PLAN & SECTION FOR FINISHED GRADE L 10' Q TREATMENT 22 FILTER FABRIC 1 6" DEPTH TOPSOIL n 6" REVEAL -0 18• DEPTH CLEASYSTEM N moD rC 41 WASHED "CONCRETE" SAND v `n SITE PLAN RIP RAP FILTER FABRIC �s PROPOSED 12" DEPTH '`- ICL _-__ _ r-•--w . -m drawn by: LMY SCALE AS NOTED GRAVEL & 8 PERFORATED —+�-� 6' RIP--RAP I-4— PIPE UNDERDRAIN SYSTEM checked by: CFD a� � scale: AS NOTED E (NORTH ) PRETREATET TYPE. SE TIVNVFo- project number: i 7105.000 4- 0 0 20 40 0Q o � x ;.�� �W ,=--;- � Feet SEDIMENT CHAMBER SAND FILTER BED DETAIL w F., C v SCALE: 1 11 =10� , THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number PLAIN VIEW NOT TO SCALE PROHIBITS ANY PERSON FROM ALTERING ANYTHING 00 04 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONOF A , WHERE DI —F o NOT TO SCALE SSUCH AL ENRAT ONS PROFESSIONAL RE SMADE. THE ENGINEERPROFESSIONAL O r ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U r— THE LEXTENT F EFI TION ON THE DRAWINGN AND/OR THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) a. 5" r 8" THICK REINFORCED TABLE OF DRAINAGE STRUCTURES EFFECTIVE CONCRETE TRAFFIC BEARING STRUCTURE TYPE RIM INVERT(S) GRATE/COVER 24" DIAMETER DEPTH (VLF) SURFACE AS PER CAST IRON INLET GRATE & 1 LB 21.00 SW 17.30 5 GRATE FRAME (OPEN OR SOLID AS 1b 4' DIA MH 25.50 W 21.8) N/A GRATE `°` PROPOSED SITE PLAN PER DRAINAGE PLAN 1 c 4' DIA. MH 28.00 E 24.30 N/A GRATE 1d PIPE END SECTION N/A 21.50 N/A N/A , 30" 36" 1 e 4' DIA MH 25.50 S 21.80 WA GRATE ' 21 1f 4' DIA. MH 25.00 N 21.30 N/A GRATE CMCJ CSD CIL DD - a 4" MI 2 LB 22.50 NW 19.50 5 GRATE 2b 4' DIA. MH 22.50 NE 8., 3 LB 22.54 SW 18.39; SE 18.39 4 GRATE �" 3b 4' DIA MH 21.00 SE 17.30 N/A GRATE ----� I---S Y2 p. �� a BRICK ADJUSTMENT 4 LB 22.11 NW 18.39 4 COVER-47 DQ \ III ® ® In ® ® ® 4b 4' DIA MH 21.50 NW 17.30 N/A GRATE 325 Wireless Boulevard, Hauppauge, New York 5 LB REMOVED REMOVED 5 COVER 11788 ® NIRED�', 6 CB TYPE C-2 22.51 S 19.51; W 19.51 N/A RETICULINE GRATE Phone 631 300 1010 . CA 7 LB 23.24 NE 19.25; E 19.25; SE 19.255 COVERPLAN SECTION - -°°•°-d ® "8ag° 8 LB REMOVED REMOVED 5 COVER owner/developer: ebo o4b gO° •a CONIFER REALY LLC EFF. DEPTH A PER GRADING °oaeo�� HDPE PIPE 9 LB 22.15 NW 17.95; NE 17.95; S 17.95 4.5 COVER NOTES: _ 83 E. Main Street,Suite 600, 11" & DRAINAGE PLAN _ Pio (SEE PLAN FOR SIZE) 10 LB 23.03 SE 17.95 4.5 COVER Rochester, New York 14604 0O 10'0 DEEP PRECAST 6 4 1. MATERIALS: CONFORMS TO - 9p ® ® ® ® CONCRETE LEACHING 11 LB 23.08 S 17.95 4.5 COVER ASTM A48 CLASS 30B OR = ® ® ® 12 LB 22.87 S17.95 4.5 COVER Site/Civil Consultant 35B SPECIFICATIONS -_ ® ® RING = ea = 13 LB 23.03 NW 17.95; N 17.95; E 17.95; SW 17.95 4.5 COVER 2. LOAD RATING: FOR AASHTO & ® ® ® gadg -- a°°•o�,d NOTE 1: 14 LB 23.02 W 17.95; NE 17.95; SW 17.95 4.5 COVER HS 20-44 HIGHWAY LOADING = ® ® °�o�oo°; IIIII- 48P, 3. FRAME AND COVER AS dobe:: b = CLEAN FILL MATERIAL IMPORTED 15 LB 22.75 NE 17.95 4.5 COVER ® ® ed FROM OFF SITE SHALL BE FREE OF 16 4 DIA. MH 21.80 SE 18.10 N/A GRATE MANUFACTURED BY LONG - 4daa =I ORGANIC MATERIAL & CLAY. 17 LB 21.80 NW 17.95 SE 17.95 4.5 54 ISLAND PRECAST OR �eaoop_ VIIIIIIII APPROVED EQUAL. GRATE 6° 18 4 DIA MH 22.10 N 17.95 N/A GRATE SECTION 2 MIN. = 6o�a�r„b 19 LB 24.22 SW 21.35 4.5 COVER GROUND .bo Q8�'�`�°o°° '°so 20 LB 24.20 NE 21.35; S 21.35; SW 21.35 4.5 COVER 0. `b_l CLEAN SAND & GRAVEL FILL L K.Md-EAN ASSOCIATES, P.C. S 19.42 N/A RETICULINE GRATE WATERAS CB TYPE C-2 22.42 NW 19.42; LONG ISLAND, NY 3 0 " X 4 8 " FLAT CURB INLET DETAIL EE SEENOTE 1APPROVED BY THE E.I.0 22 LB 23.76 NE 21.35; SW 21.35 4.5 COVER 437 SOUTH COUNTRY RD., 2 MIN. 10 -0 2 MIN. 23 LB 23.73 NE 21.35; SW 21.35 4.5 COVER BROOKHAVEN, NEW YORK 11719 23b CB TYPE C-2 24.51 NE 21.51 N/A RETICULINE GRATE Tel: 631.286.8668 LEACHING BASIN DETAIL 23c LB 24.39 NE 21.35; SW 21.35; SE 21.35 4.5 COVER N.T.S. 23d LB 26.26 SE 21.35 4.5 COVER 24 LB 22.82 N 19.24; SE 19.24 4.5 COVER 25 LB 23.35 NW 19.24; W 19.24; SW 19.24 4.5 COVER 26 4' DIA MH 22.80 N 19.80; SW 19.80 N/A GRATE VINEYARD VIEW 27 AREA DRAIN 22.80 N 20.30, S 20.30 N/A GRATE NORTH ROAD - 24" � 28 LB 23.08 NE 19.80; NW 19.80 5.5 COVER TOWN OF SOUTHOLD, N.Y. 11939 6" I TOPSOIL & SEED 2.0' 29 LB" 23.22 NW 19.80; N 20.30; SE 19.80; W 19.80 5.5 COVER I--- 34" (TYP ) 30 LB 23.12 NW 19.80; E 20.30; SE 20.30 5.5 COVER " ►I W y W W W 31 AREA DRAIN 22.80 W 20.30, NW 20.30 N/A GRATE 18 HDPE END14, 18 HDPE END 32 AREA DRAIN 22.80 S 20.30, NW 20.30, E 20.30 N/A GRATE SECTION SECTION � SECTION 33 LB 24.00 W 19.24; E 19.24 4.5 COVER ,,;:; ;' -` %' NOTES: .� �. zi ; %:...4, j TOPSOIL & SEED 34 LB 23.92 N 19.24; W 19.24 4.5 COVER �., ..,..- PLAN 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 306 W (Ty 35 LB 23.47 W 19.80; E 19.80 5.5 COVER n � / 36 LB 24.46 W 19.80; E 19.80 5.5 COVER OR 358 SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 � _ - _ � 37 LB 25.08 NW 19.80; E 19.80 5.5 COVER a ", �"°'"' „�:;•- ';�, , � 37b LB 25.78 SE 19.80 5.5 COVER .s HIGHWAY LOADING --C� _:., 3. FRAME AND COVER AS MANUFACTURED BY LONG \ -1-►- ISLAND PRECAST OR APPROVED EQUAL. HDPE PIPE W ----- _ GRADE 38 LB 25.01 E 19.24 4.5 COVER (SEE W W W - 00 I N 39 LB 24.66 E 19.24 4.5 COVER » DRAINAGE �, ,� �, 1 I_ �O�-"� _ I � 40 LB 24.15 W 19.80; E 19.80; SE 19.80 5.5 COVER 2 4 0 HEAVY DUTY FRAME & COVER PLAN) x'101 -1 41 LB 23.71 NW 19.80; W 19.80; S 19.80 5.5 COVER RIP RAP STONE HAND SET AND SECTION _ 42 LB 23.72 N 19.80; S 19.80; SE 19.80 5.5 COVER con r.." PACKED TO 1' THICK p � µ N.T.S. .l J Y Y Y Y 10" X 10" 43 4' DIA. MH 22.81 NW 19.80; SE 19.80 NIA GRATE REAL ESTATE DEVELOPMENT, CON$TRVCTION�!MANAOEMENT W W W y W y NON-WOVEN GEOTEXTILE FABRIC BUND 44 LB 25.70 E 19.80 5.5 COVER _ KNOCKOUT UNDER END WALL EDGE, STONE �• PLAN 45 LB 23.33 N 19.80; SE 20.30 5.5 COVER RIP-RAP STONE TO AND SIDES - 8oz. MEET PROPOSED 46 AREA DRAIN 22.81 NW 20.30 N/A GRATE s G•111t�j " ;. GRADE SECTION .� ;�, n 47 LB 24.70 E 19.17; SE 19.17, NW 19.17 8 COVER 47b LB 25.86 SE 19.17 8 COVER t" liY: :.. Q ,1 48 LB 23.72 W 19.17 8 COVER PLAN VIEW - i; (n ;.,.,.��-�,���---••��"' + 49 AREA DRAIN 22.80 W20.30 N/A GRATE I = d- 50 LB 23.57 NW 19.17' NE 20.20; SE 19.17 8 GRATE DRAINAGE PIPE END SECTION ` '' " II 6 ~"' cV 51 4 DIA. MH 23.11 N 19.27; S 19.27 N/A GRATE •' I I =LLJ 52 4' DIA MH REMOVED REMOVED N/A GRATE PROF`- 34' --►I N.T.S. 53 CB TYPE C-2 22.41 N 19.41 N/A RETICULINE GRATE SIDE VIEW 54 LB 27.82 NE 24.12; SE 25.12 4 GRATE SECTION PLAN , 0 54b 4 DIA MH 26.50 NW 23.50 NIA N/A - 55 LB 26.50 NA 8 GRATE issued date description a' PLAN NOTES: ROOF LEADER INSIDE DIA. (IN) HEIGHT (IN) WALL THK. (IN) WEIGHT (#) 55b 4' DIA MH 26.50 SE 23.50 NIA GRATE 1 8-22-18 REV. DRAINAGE STIR.TABLE V) 1 . MATERIALS SHALL CONFORM TO ASTM 18" 6 (NO K.O.) 4 135 56 LB 25.00 NW 22.00 8 GRATE �-I A48 CLASS 30B OR 35B TRANSITION 18" 12 (NO K.O.) 4 270 57 LB 23.50 NW 19.75 8 GRATE 2 11-26-18 REV. DRAINAGE STIR.TABLE v 2. LOAD RATING SHALL BE AASHTO & HS CAST IRON CLEAN OUT "T" 18" 24 4 540 57b 4' DIA. MH 23.75 SE 19.75 N/A GRATE 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS LL_I 20-44 HIGHWAY LOADING BRANCH WITH BRASS OR 58 LB 22.00 W 18.30; SW 18.30 7.5 GRATE L� BRONZE PLUG MODEL C H 0 OD T 59 LB 22.27 E 18.30 7.5 COVER 24" 0 HEAVY DUTY FRAME " 11838 3- 16 1/2' 221/2" 1" 60 LB 22.32 NE 18.30; W 18.30 7.5 COVER 4 CAST IRON PIPE o & OPEN GRATE COVER ,% MIN. PITCH_ GRADE AREA DRAIN DETAIL 62 LB 22.40 SW 61 LB 22.00 E $8.100 77 COVER c,; 0 N.T.S. N.T.S. 22.16 W 18.10; E 18.96 7 COVER 64 LB 22.35 NW 18.10; NE 18.10; E 18.10; SW 18.10 7 COVER issued date description N NOTES: 65 LB 21.80 W 18.10 7 GRATE rn �_ 1. CONCRETE 4,000 PSI ® 28 DAYS 66 LB 22.37 NE 18.10; E 18.10 7 COVER 3 2. REBAR TO, BE ASTM A-615 GRADE 60 a 3. WELDED WIRE FABRIC ASTM A-185 67 CB TYPE C-2 22.31 E 18.61 N/A RETICULINE GRATE 8" ADS 68 LB 22.90 W 18.50; SE 18.50 7.5 GRATE SLOPE ® 1% 1"-2" TYPE C-1 (CURB BOX) 69 LB 22.78 NW 18.50; SE 18.50 7.5 COVER v 8" TYPE C-2 (WITHOUT CURB BOX) 70 LB 23.35 NW 18.50; NE 18.50 7.5 COVER 41 ROOF LEADER DOWNFALL DETAIL 71 4' DIAMH 22.80 SW 19.10 N/A GRATE 0 GUTTER LINE 72 LB 19.00 NA 4.5 GRATE cn N.T.S. TOP OF 73 LB 23.10 NE 19.40 7 GRATE � MASONRY TOP OF GRATE AT iE CAST IRON FRAME & GUTTER LINE 74 CB TYPE C-2 22.51 SW 19.51 NIA RETICULINE GRATE SOLID COVER TO 75 LB 24.35 SW 19.14 8 COVER GRADE o 76 LB 23.51 SW 19.14; SE 19.14 8 COVER GRADE o v 77 LB 24.30 NE 19.14; SE 19.14 8 COVER CY 5" 78 LB 23.40 NE 19.14; SW 19.14 8 COVER N ------ z TVP. 6" MIN 79 CB TYPE C-2 22.38 NW 19.28; NE 19.28 N/A RETICULINE GRATE title ji BRICK MAY BE USED TO REINFORCED, 4,000 w o ADJUST CURB INLET CAST PSI TRAFFIC BEARING Lei �- O 80 LB 23.10 NE 19.40 7 GRATE DRAINAGE +' IRON GRATE & FRAME TO CONCRETE SLAB �' V 4" MAX TY Q 81 LB 24.00 N 20.50 WA GRATE j SURFACE ELEVATION . ° A. -- •-- . z f _j 81 b 4' DIA. MH 24.00 S 21.00 N/A GRATE MAXIMUM OF 12 INCHES. W Uj ==- F K s• w 82 LB 25.11 21.61 4 GRATE DETAILS REINFORCED 4,000 PSI z TVP. W 82b 4' DIA MH 24.00 SE 21.00 N/A GRATE D PRECAST CONCRETE > 2'-8' TYPE C-1 CATCH BASIN z 8" s• 83 4' DIA. MH 23.08 NE 19.20; S19.20 N/A COVER 2'-8' TYPE C-1 - 2'-i" TYPE C-2 w 84 CB TYPE C-2 21.60 N 19.30; W 19.60 WA RETICULINE GRATE BRICK MAY BE USED TO a 2'-1' TYPE C-2 a ADJUST CURB INLET CAST OL 85 LB 21.00 W 18.60 6 GRATE IRON GRATE & FRAME TO 85b PIPE END SECTION N/A N/A N/A SURFACE ELEVATION A -o" 3" w 8" 86 LB 17.50 NW 14.30 5 GRATE p MAXIMUM OF 12 INCHES. 6- CL " C r-MAX. C C 86b 4' DIA MH 21.00 NW 19.60; E 19.60; SE 19.60 WA GRATE MIN. WIRE FABRIC REINFORCEMENT FOR / WIRE FABRIC 87 LB 22.00 SW 18.30 4.5 GRATE drawn by: BRC A EACH CAGE: REINFORCEMENT si HORIZONTAL WIRES: 0.252 SQ. IN./LF. 88 LB 22.83 NE 18.30; SE 18.30,W 18.30 4.5 COVER checked by: CFD Q VERTICAL WIRESI 0.058 SQ. IN./LF. a' 89 LB 22.53 NW 18.30 4.5 COVER 90 LB 22.00 NW 18.30, N 18.30, E 18.30, SE 18.30 7 COVER scale: AS NOTED `0-a 91 LB 22.35 NW 18.30 7 COVER 2a' SUMP number: 17106.000 0 24" [LIMP 92 LB 22.26 NW 17.95, S 17.95 4 COVER project C) n 8" 93 LB 23.06 W 17.95, NE 17.95 4 COVER 8' T_ 95 LB 26.19 SE 21.35 4.5 COVER a� 6• 96 LB 22.46 N 18.39 4 COVER sheet number Do ,,. O 5 BARS ® 12" THE EDUCATION LAW OF THE STATE OF NEW YORK N O 1 # IU' - ' L ��l'i L� I 1 PROHIBITS ANY PERSON FROM ALTERING ANYTHING p EACH WAY IN THE DRAWINGS AND/OR THE ACCOMPANYING cD MIN. 6' WASHED SECTION C-C I+ SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION /� 0 0 STONE BEDDING NYSDOT TYPE V CATCH BASIN N.T.S. L DEC 1 2018 OF A LICENSED PROFESSIONAL ENGINEER, WHERE D' SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL L T- 4A 7 ! ) ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE W DRAINAGE MANHOLE DETAIL `WITH SUMP SOU"0'ti IJ"!i THE FULL EXTENT OF THE ALTERATION ON THE D N.T.S. nn nn DRAWING AND/OR IN THE SPECIFICATION N.T.S. F.? i1i,, 3rd-��� (NYS ED. LAW SECTION 7209-2) I SEED MIX NO 1 - RAIN GARDEN/STORMWATER RETENTION AREA: (NATIVE FACULTATIVE WETLAND & UPLAND SPECIES FOR BIODIVERSITY) (WHERE NO MOWING IS ANTICIPATED) EE LEACHING BASIN DETAIL AND DRAINAGE PLANS MULCH TOP SURFACE WITH 24" DIAMETER 5.00 LBS. - SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM THIN LAYER OF LEAF CAST IRON INLET GRATE & 3.00 LBS. - CHASMANTHIUM LATIFOLIUM - RIVER OATS SEED MIX No.4 \ / = 6" MAX. POND DEPTH COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE BHC ,„ 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER j=$ - 0 12 MIN WOOD (NOT WOOD CHIPS) PRECAST CONCRETE 2.00 LBS. - CAREX SQUARROSA - SQUARROSE SEDGE 'SEED MIX No.2 / \ \ , ' j O°I IT 2$"MAX. CHIMNEY 2.00 LBS. - CAREX VULPINOIDES - FOX SEDGE ° o ° SEED 2.00 LBS. - LIATRIS SPICATA - MARSH DENSE BLAZING STAR !I I \ \ O (SEE PLANTING 2.00 LBS. - RUDBECKIA HIRTA - BLACKEYE SUSAN VJ4 - PLAN) 2.00 LBS. - SENNA HEBECARPA WILD SENNA I REOPS SARCHITECTS h SEED MIX NO.1 \4C�� �i'y;l ;,1a.r ,y ,,, . r .. 2.00 LBS. - COREOPSIS LANCEOLATA - LANCELEAF CO I I - / \/ ,- 12" \ `i. MN s i '' .-«j 12" (MIN.) 1.00 LBS. - ASCREPPASON GERARDII_ BIG BLUESTEM / L INCARNATE SWAMP MILKWEED SEED MIX No.2 / 4 N�1 FN, /\ \ / / _. ,�:.,-,_ .... ,...{,. , ,,... . .. .w,:. ;, .. DEPTH OF v v J ~" F ' _ 1.00 LBS. - ASTER NOVAE-ANGLIAE - NEW ENGLAND ASTER / ) cO PLANTING SOIL 1.00 LBS. - BAPTISIA AUSTRALIS - BLUE FALSE INDIGO \ SEED MIX No.3 1 1 �0, SCARIFIED 1.00 LBS. - MONARDA MMEDIA ESTPURPLE BERGAMOT ER �gIV6y2 l �'�_ I �� PIN&CAP EDGE WITH NATIVE GRASS SUBGRADE 1.00 LBS. - TRANDESCANTIA OHIENSIS - OHIO SPIDERWORT ( DRAINAGE PIPE 325 Wireless Boulevard, Hauppauge, New York FND PLANTINGS SEE PLANTING 1.00 LBS. - VERBENS HASTATE - BLUE VERVAIN I \ \ PLAN & DETAILS) 1.00 LBS. - ZIZA AUREA - GOLDEN ALEXANDERS 11788 1.00 LBS. - AGROSTIS PERENNANS - AUTUMN BENTGRASS Phone 631 300 1010 1.00 LBS. - SOLIDAGO JUNCEA - EARLY GOLDENROD No.5 36.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER owner/develo er: 1,000 SQ. FT. CONIFER REALYY LLC _ SEED MIX T. \ 110 83 E. Main Street,Suite 600, N A NGARDEN DETAIL Rochester, New York 14604 SEED MIX NO. 2 - BIOSWALE/STORMWATER RETENTION AREA: 78� w ' \ O (NATIVE GRASSES, SEDGES & RUSH SPECIES FOR BIODIVERSITY) f :•.: . \ \ o N.T.S. of BLDG.i(TYPE C) (WHERE NO MOWING IS ANTICIPATED) Site/Civil Consultant GENERAL LANDSCAPE PLAN NOTES: 47.00% - PANICUM CLANDESTINUM - DEERTONGUE \ ;QI I :':'•'.:•': 1 . SEE LANDSCAPE PLANS - SHEETS LS-1A, LS-1B, 25.00% - ELYMUS VIRGINICUS - VIRGINIA WILDRYE ' ' '' f ':• °'''''� 20.00% - CAREX VULPINOIDES - FOX SEDGE k \ ' :• \ LS-1C AND LS-1D FOR OTHER DETAILS AND 5.00% - AGROSTIS PERENNANS - AUTUMN BENTGRASS N'� ' e: •� u°'� _ri -� o Y - DIMENSIONS. <, 7� 2.00% - AGROSTIS SCABRA - TICKLEGRASS (ROUGH BENTGRASS) _ _� ,� ( i� I I - \ PLANTINGS TO BE NATIVE, NON-INVASIVE, AND 1.00% - JUNCUS TENUIS - PATH RUSH �./ :{ -- DROUGHT TOLERANT TO THE BEST EXTEND POSSIBLE. I EXISTING VEGETATION :, t..: �; i �- /I \ \ 22.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.50 POUNDS PER . ., ,, •. NOT TO BE :' : . ' '6_` \ 3. SEE SITE PLANS FOR OTHER NOTES AND SITE 1,000 SQ. FT. SEED MIX No.4 i DISTURBED : ° �p ` Q 1 Q / / \ FEATURES, MATERIALS AND SURFACES NOT PLANTED. 1 �� i ❑ II 22 \ -- / N 4. AN ORGANIC MATTER SOIL AMENDMENT (I.E. L K McLEAN ASSOCIATES, P.C. ❑ I `v ° 2 ° o o ' COMPOSTED LEAF MOLD WILL BE INCORPORATED INTO SEED MIX N0. 3 - WOODLAND EDGE AREAS: - ❑ �' SEED Q ) (NATIVE GRASSES FOR WOODLAND EDGES & OPENINGS) LONG ISLAND, NY r :'a. I• � 22 N THE TOPSOIL AT A RATIO OF ONE PART ORGANIC (WHERE NO MOWING IS ANTICIPATED) 437 SOUTH COUNTRY RD., ��- \ , MATTER TO TWO PARTS NATIVE TOPSOIL, TO INCREASE BROOKHAVEN, NEW YORK ,171s ?' } '''• I. �` " ' ry / \ �. \ ITS WATER-HOLDING CAPACITY. 20.0% - ELYMUS RIPARIUS, PA ECOTYPE - RIVERBANK WILDRYE, PA ECOTYPE Tel: 631.286.8668 :';•'..• h .b.^� 20.0% - LOLIUM MULTIFLORUM - ANNUAL RYEGRASS EX. 12" al '� :i-..': : •• •- •• 5. COARSE MULCH AT A MINIMUM DEPTH OF 3 IS 20.0% _ PANICUM CLANDESTINUM, 'TIOGA' - DEERTONGUE, 'TIOGA' 1 4 REQUIRED ON ALL PLANTED MATERIAL. 14.0% PANICUM VIRGATUM, LONG ISLAND-NY ECOTYPE SWITCHGRASS BLACK LOCUST SEED MIX No.5 / PID A \ \ \ 6. THE PLANNING BOARD WILL REQUIRE THE DEVELOPER 10.0% - AGROSTIS PERENNANS. ALBANY PINE BUSH-NY ECOTYPE - AUTUMN BENTGRASS ALBANY PINE BUSH-NY ECOTYPE) TO REMAIN i BE RESPONSIBLE FOR ALL PLANTED VEGETATION TO 10.0% - FESTUCA RUBRA - CREEPING RED FESCUE ::.\ BLDG.2 SEE MIX No.5 3 D '�• .:•:'•::•:' ••• ':�:'�•o.'•'.�•: ••.• � \�\ SURVIVE AT LEAST THREE YEARS OR BEREPLACED. 3.0% - CAREX VULPINOIDEA. PA ECOTYPE - FOX SEDGE, PA ECOTYPE I , VINEYARD VIEW l \ \ \ \ AFTER THE THREE YEARS, THE MANAGEMENT COMPANY 3.0% - CHAMAECRISTA FASCICULATA. PA ECOTYPE - PARTRIDGE PEA, PA ECOTYPE ( :'•. -1 22 WILL BE RESPONSIBLE FOR MAINTAINING THE NORTH ROAD 30.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.75 POUNDS PER 1 000 SQ. FT. I o :a:•...=. \ \ EGETATION AS APPROVED IN THE SITE PLAN. THOL N.Y. 11939 '`;:: :::::::• :':::::::: :::::: ::;: .:.:.. . :` :, SEED MIX No,1 �\ TOWN OF SOU D, SEED MLX NO. 4 NORTH-EAST MIXED NATIVE/NATURALIZED TURF AREAS: O :..:.. :..:..::•:: •...:::::•: :•.>:::::.::...:. :•:.. ................................ WHERE MOWING IS ANTICIPATED is I N / �// :`:"::::i::'•.•: ::;:-::::•.•.•..:.:..',: ................ ..... ( ) :.::::: :::..:.....:..:.. o SEED MIX No - ............................ I c ::::::::::: ° \ 34.0% FESTUCA RUBRA CREEPING RED FESCUE . 33.0% FESTUCA OVINA - SHEEP FESCUE 1 ,. - '.' .•.::mss;::::`.�?:ti:`tit;;.. :: ::ii:•::•.... {ii .............................. ., ° ::: �- ..• -� r, , _ _ ..,, .., . : �� No.4 \ \ 10.0% FESTUCA BREVIPILA• 'BEACON' HARD FESCUE, 'BEACON' I I, syc.:.�•: o ° ::� � I; - - .•,••.•,•:•, '. ••.•'-I , � - •.-• - , ::�• USE E.C.M. EROSION 5.0% - FESTUCA OVINA VAR. DURIUSCULA. RHINO - HARD FESCUE 'RHINO' .i - \, o o ° \ So CONTROL MAT (JUTE MESH) 5 0% FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F. GLAUCA). 'BLUE RAY' ON SLOPES 15% OR GREATER. - BLUE FESCUE 'BLUE RAY' I' ER , >-: � - ` \ SEED MIX No 1 R ,�., I �• o , SEE EROSION CONTROL M 5.0% POA PRATENSIS. ARGYLE' KENTUCKY BLUEGRASS, 'ARGYLE' .,••.�•... :•:•i; •tt�:.. :.:�:::'�':::•:� ..III .\ \ o - , I ; I .. ., .. .•, .�•••:::::::�:::;::.:�s.s::::•:•::•:•:•:;; ...:.:. DETAILS ON THIS SHEET - YFJ�rr•., ., .• .., � � 5 0% POA PRATENSIS. SHAMROCK KENTUCKY BLUEGRASS, 'SHAMROCK' �; e� •. •• •• `.•'.•,•'.',•'.'••'.'--'.',-... �'�s'�'.i:::s:i:^:•:�•.�-•:••:•.:•.•.: S� - •; ;';: DG.3 TYPE B � BLDG. PEA o � \ � 3.0% - AGROSTIS PERENNANS. ALBANY PINE BUSH-NY ECOTYPE - AUTUMN .. �+ � .� _• :�.�•.�.�::.� !I N BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE '::rs5s'. , '�\ BLDG- 26 00 POUNDS B 0. 0 NDS ULK VIABLE SEED PER ACRE OR 6 POUNDS PER , 000 S FT. I Q -L' I , i ., .. ..iEl...................... ....... .. ... ..•. .. :,; l�' ��*,r.�, � .•,�•:•,�. ...........................................................::. SEED MIX N0. 5 - HIGH TRAFFIC TURF AREAS: ♦ ®, -\ •. •. .. •,�_ . :..:•.:•.:.:.:.:..:.:.:.:.:.:..�.:. .....:.: •.:. �_ s .. •. -. \ •isi{isii( :i•i:•i:•:ii•r:•:�:(i•r:•i::•::•i:•i:•: :4:(�r: :•i:•::::::i•i?: . s,• ., ., ,. � � (WHERE MOWING IS ANTICIPATED) I o F 00 conifer, - � ..'•. ... �..:II ....... ........ ........ .. :.: '•. ..... .. :.: .......................::::.�::::.�::.:...:.................. REAL ESTATE DEVELOPMENT. CONSTRUCTION k MANAGEMENT ,;, .. . ., ., ., ,., • .. . ,. .:.. .:.:.:....�:•.:..�::.�...:.:.:.:..�.�. ... .....................................:•.:.::................ 30.0% FESTUCA ARUNDINACEA. FAWN TALL FESCUE, FAWN ...�:.•.r:•:c:�.:.:�:�.:�.�::�:::�::::�:::.�::: •:. \ III _,. *.. - .::. .. ..••:• ................................ TT . . . . .. . . .... . . . . ...... : \ - - ::•:::::....::::::::�::�:�:::•:_•:�t�::c: •,•.•.•.. •.••. •. •. __ � 30.0% OL P � .,•. ._..,• � .;.: :.:.::.:.:.:.::..•:•:.:,: •: -,•,. .. �, : . . -.. � ,. L IUM ERENNE. FASTBALL RGL PERENNIAL RYEGRASS FASTBALL TWO EX. 30 ,,i . , _ 1 1 •:.�.�:.�:::.�:•::::::::::.�.�:::::::::::.�::::....:.�:•::::.. RGL' a 1 r � \ SILVER MAPLES _ _ I ..•, _ � ..:•.:�.•.. •. ] / 15.0% TO POA PRATENSIS. 'VOLT' KENTUCKY BLUEGRASS, 'VOLT' AIN : •'. : N *' '•:'•': ..•.. • 15.0% - POA PRATENSIS. 'SHAMROCK - KENTUCKY BLUEGRASS, 'SHAMROCK' -----'-- TO REM ..+,..�..•..,._ • ....•.......... . • .• ., m ., .,' _._. '�.--_.__ ,r....,._._. . �_ 1 _ seal ,,6• ,I r�r!r'. - -�" 0 0% - LOLIUM MULTIFLORUM ANNUAL RYEGRASS a f / COMMUNITY ❑ ., Nt. ..:'•.:'-• �_' Ivy , D ..•� , � ❑ � ,�, _ 150.00 POUNDS BULK VIABLE SEED PER ACRE OR 5 POUNDS PER 00 SQ. FT. BLDG \ . MATCHLINE A-A , D , i o,I :• - BLDG.7(TYPE D) \ j( .- � -'-_ •• d*., : y ..�' SEED MIX No 5 i� / LANDSCAPE LEGEND I1 PLANTINGS FOR PERIMETER II V .• .•. ` �\ ° � - / � � OF PARKING AREAS � �, � „•1J.• �/ I R;• \\ 6/ x / \ 2 II -. � •.• fj+ ( �, I: .': ''. BLDG.5��P,EA> • � �, •. �.�•..•:•::-:•;:-:•:•-::':':•. _-- \ \ issued date description ,. SEED MIX No.2 \ c - T 7 17 I ^, ,: :, .. . •: •.._•..:;:• • :♦:_- `ti '� � ::'• \ \ '••.:wr:':•'•' � �h \ OCTOBER 1 20 PLANTINGS FOR INTERIOR 1 7-18-18 2005 WETLANDS DELINEATION �II � 0 I � . .. o SEED MIX No.4 : \A. \ FRESHWATER WETLAND OF PARKING AREAS LSI k i :.� 3 SEED MIX No.5 i� 03 ' . Z \ ` • N Q .t• \ - N (BY GARY \ & PARKING AREAS GA I :\ DELINEATION GA 2 9 28 18 GARDENS I N , a❑, \ 16- GENTILE OF LKMA) I \ 3 11-20-18 VILLAGE SQUARE& PARKING vl e`� jl ii / SEED MIX No.1 \ SEED MIX No.4 0 �. . ___ .... AREAS LL �' I. 4 12-7-18 ADDRESSED 10-2-2018 4�1 _ J \ �• � : . •• A. SEED MIX N0.3 STREET TREES FOR COMMENTS / 26- \ , of °- . t4 :• i ( � \ �% \ SEED MIX No.41/ / IN o 4 \ (25ERIOTALR,OSPACED 40' No.1 0 3 k c \ , ' I f� \\ �' F �/8 / - \ \ \ M,,,9.C. PER 161 -44) EX. 36" SI LVE R \ �. v / \ \ ` issued date description r SEED MIX No.1 / MAPLE TO REMAIN , \ / 24- (n o l EX. SASSA�IVAS SEED MIX N0.4 \ v TREES PROVIDED ON-SITE 2005 WETLAND- \ (Beyond those preserved in non disturbed preserved Oreo of 10,6 acres and those a r GROVE TO REMAIN SEED MIX No.3 \ \ \ �� DELINEATION \ 1 preserved within_site ores ofong CR48) \ I I Area No. Perimeter1 Required Required Total �% (BY C.W. BOWMAN - I frrj §280-9 SA §zso-95B New /Z Description of I: \ �� LAND USE ECOLOGICAL > (k stalls Provided' EX. BLACK LOCUST / / \ �� SERVICES, INC.) \ ' i �37i' / Area s0LB 188 s 4.7 4 0 r I GROVE TO REMAIN / / V �� 1 Area„ 19 214 1.9 5,4 / ti -' ♦ Area III 19 223 19 5.6 5 v , I / \ / i / / - \ \ ' / Area IV 19 252 1.9 6.3 6 \ \ /\ > // \\ ` / \� I Area V 19 228 1.9 5.7 6 LL. CB 7 130 0 3.3 4 \� / Overflow 11 137 1.1 3.4 3 JJJ •� � I `}�- EX. SASSAFRAS \ � � -� � / / � � � I � \ \ \ CB/BIdg3 �_ t \ Total 9.S,say 34.4,say 35 �I✓ Required 10 35 GROVE TO REMAIN -'' / \ �j�il / \ \ \ _ Total 10 25 title Provided Q o \ \ / \✓ / / \ \ I \ Vr Street Trees Provided on Interior Roadways per§161-" 25 ILL. DN, ND, \ \ \ \ M N/ND. �• �- ` f• / \ Total Proposed Trees \, - \ 1 \ Natex LANDSCAPE B - \ 1J7erimet0r calcvioted excludes linelrflotag0 bordering access to roadway or �� \ ndjacen2 plrkilg Oreo,a1d adjlcent lawn 1re1s / \ \ \ \ \ , � '- \\ \ 2J Does not include code ing trp,sysisi 1a:epreserved 11012011dj1cent flparLing � � � wrens, Refer to code analysis in!Otter dated 12/1Q/2CtY8, PLAN \V A V 11T ✓ / / - \ \, A �� c�2°18/pp„ PLAN KEY ��- Q- S \ \ \ FERTILIZER PEST MANAGEMENT NOTES: drawn by: LMY 11 HE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. \ I - - l ^- _-' .;, - checked by: CFD Q ry 2. SYNTHETIC HERBICIDES AND PESTICIDES ARE PROHIBITED. �� LIMIT OF SLOPE SEEDING ul N;I o \ \ 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM WATER CONTROLS, PONDING) IS PROHIBIT: E.C.M. "TM`l -._ - I scale: AS NOTED E ° LS1 -A LS1 -C \ \ 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. MON, FND. STAPLE (TYP.) ,a I r! a ?01 8, LO � 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT project number: 17106.000 o NECESSARY. CL LO 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN TOPSOIL (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY LAYER BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. 1 sheet number 00 , 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 11-- THE EDUCATION LAW OF THE STATE OF NEW YORK 0 100 LBS PER 1 ,000 SQUARE FEET PER YEAR IS PERMITTED. PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O IN THE DRAWINGS AND/OR THE ACCOMPANYING Feet 8• THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION CDMill OF A LICENSED PROFESSIONAL ENGINEER, WHERE (DLS1 THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS 1 LS 1 -B r� - i PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT TYPICAL E.C.M. @ ANCHOR TRENCH DETAIL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE (D j SCALE: 1 -SO RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TESTDRAWING AND/OR IN THE SPECIFICATION n INDICATES IT IS NECESSARY. N.T.S. (NYS ED. LAW SECTION 7209-2) PROPERTY 3 Df N? � \ P L A N T M A T E R I A L L I S T 3 At : :' ' LINE \ I 1. -__. ___ /__ _\ 1 2 Cp \ KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES ; 1 Sc 3 Sna \ sYMBOL ' . 3 Vd � -. - -` — � -14- -,;4`r �,- =yo-'; ._.,._._:, Ar _ ACER RUBRUM RED MAPLE » -k .r,4I,. ,"..,,;,: `-<.I.h,;:, � ::.}.f:e^;,; ':p.' ,---,� ' . ti ` 2.5 -3 AS SHOWN DECIDUOUS , 12 Df = 1 // 2 to / 0 > _ 3 Vd 12 PV �� _ CAL. SHADE TREE y f, I' QUERCUS ALBA WHITE OAK +#i _�a•p 1 I f \ Qa - 2.5"-3" AS SHOWN DECIDUOUS "t A, I i- / ��� /r�� _ - _ 76� CAL. jM t / \ ( € / \ f, r . SHADE TREE " ' ,.. ;, ,a,' I --f. ; ... ,' 12 Df �>< ` _ — - \ \ \ 80Qc _ QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS 3",r? �I�.;' \ : ":''.: c '/ 1 6 Lc 12 Pv _ — _ _ I V _` CAL. SHADE TREE .. r : +^.:: "'.j TME,a. E // .. . .. I y °. 31 I' I. \ 12 CP E \ \ (D All AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS .r f� t 3 . \ 1 � I I 3 Sc . — CAL. , . _ TREE I I'll ", 6 . . � _ i . .11 �� I' I . \�� 1 12 Df i. 12 Df ' � \ NARROW i.::°,�.,�%, ,�,� :�`� =, r : .",,7 �,.,, 1 ( �` . .. . . . 12 PV \ --t8� \ �j Alc - AMELANCHIER LAEVIS CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS I .11 I 1 I - . ' _. . . ,: \ w CUMULUS' CAL. TREE a.. ;., - _b . ., F,. I:: _ ___ _ __ _- I I f 7 Md • - - # � �6- Cc _ CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS j'' - -- IC/ix- - -- �` I I 4 Ps I 7 RC f I. \ CAL. TREE t /. / 1 t, .�_/ i ��♦ \ Cf CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS ;.'' b, _ 17 I I. '1 :rf . \ , - . \' B10-. ALE \ - z ( .-, \ CAL. TREE 325 Wireless Boulevard, Hauppauge, New York 5 > i I I I . I . I I I . . I tir / 22 7-' . 1 r STOR WATER . ` , \ 7' O.C. EVERGREEN 11788 w 4 I , 1 I 1 I I `�°` 12 At I . `�__r' . RETE TION'AREA , \ \ Ps - PINUS STROBUS EASTERN WHITE PINE B&B HT' TREE Phone 631 300 1 01 0 uw c � � I I j i N r-_�� \ \ t 7 T • e to - ILEX OPACA AMERICAN HOLLY 6'-8' HT., 7' O.C. EVERGREEN 4 3 <F co I . N 2p ' \ \ B&B TREE owner/developer: W z (+ I I N N i i i N I \ CONIFER REALY LLC 3 I. I N I N I I . I I r . I I 4 I V \� \i 2z To -- THUJA OCCIDENTALIS NORTHERN(ARBORVITAE)HITE CEDAR 6'-a', #5 7' O.C. TALL # \`— CONTAINER HEDGE REEN 83 E. Main Street,Suite 600, - ,I� j� �- Rochester, New York 14604 I . .1' . I 3 Iv i/ 7 Df 12 PV 1, . ' . . , - .. '-78 � Am _- ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING . I f \ CONTAINER SHRUB �. 1 . I II0 5 Sn ,-,�^n 4 Sna �' \ CJ CJ' IV -- ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING Site/Civil Consultant IY I ( I j. ' . .1 . I 12 Cp I • 1 Ar BLDG. 1 TYPE C \ -_ . . I CONTAINER SHRUB I W I ) . . 1 I 1 ' I l ) ". `•\ \ . \ 0C MP -- MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5 O.C. FRUITING j= �''�"' 'I I Md 1 1 C 5 IV . i `\ . /�_ �•� . \ SHRUB V 1 ' CONTAINER ' . p 1 �. \ 5 5' O.C. FRUITING I o 11. .I i0, 1 . ' 1. ... . I I 5 Rh . ; f,. 5 Vd � Rc -- R�� COPALLINA SHINING SUMAC # ^'� ' 7 Am -- / CONTAINER SHRUB � ,M = f. \`_ , ,_,�,n , . y°�`,, 'l I 17.7 \ C Cb0 Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5 O.C. FRUITING I \ . 1 � . 12 PV ( ,_ ' 00 in -- CONTAINER SHRUB ` "9 1 . : 1 \\,'. 1' 3' . �' , 13:4' 1 AI vd VIBU ARROww00D #5 5' O.C. FRUITING 0 f Z / p0 r j °' RNUM DENTATUMI n �' I i"" �, -- - pj ' - ,,., .n I 1RCONTAINER SHRUBQ= I • II,MIT5. OF RA \ cc — \ // \,\' \ � 0a '00 I S ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT L K. MCLEAN ASSOCIATES, P.C. I ARDEN ./ ' X0 Q : t. ' I ' 6.6 -- w I STflRMWATER :` 6 SO 6.6 1 1 9 \ r , HT., B&B EVERGREEN . . I,`, N < W f�ET (TION AREA ` ; I ' •� 26.,5 3 MP -- LONG ISLAND, NY At ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING 437 SOUTH COUNTRY RD., " ~' 1. \ \ t f ` CONTAINER PERENNIAL BROOKHAVEN, NEW YORK 11719 rN14Q .I �'�� 1 10 , 1 �,t�J" ,I15.5' , %, 5 � � 1; _ \ y \• f ( `,� -- 1 2'-3' O.C. PERENNIAL \ I ♦ +O 0 1,, Dm DRYOPTERIS MARGINALIS MARGINAL WOOD FERN # Tel: 631.286.8668 4 Am 4 ,. _ „ N ;: :' � \ CONTAINER 2'-3' O.C. FLOWERING \ _/ _E,,.= Lc LOBELIA CARDINALIS CARDINAL LOBELIA #1 N 4 So \ \ I �" - CONTAINER :,..', J d ."" - �a ; - - µ�- \ sr~' ` ^ r"` (� a , \ Md MONARDA DIDYMA SCARLET BEEBALM #1 2'-3' LOWERING „ _ \ N O.C.0 C. - � ” '�k- , `, ✓ "`„` a 1 AI -- CONTAINER PERENNIAL 11 sG_f'4.7;^ „rte„ 1 ”: r : :y 7P_t -0 \::'', N 1 2'-3' O.C. FLOWERING ,� 6 r. .- ,4 Rh RUDBECKIA HIRTA BLACK EYED SUSAN # U . IS 0 RAIN ( y � ..!, ♦ E f. %lC) -- a - E IT / '^" „ �'- :' CONTAINER PERENNIAL ARDEN 4 M1$1 1 ? 9 2'-3' O.C. 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NATIVE - :.:;,H 11 , , I 3 TO 1 P„ PANICUM VIRGATUM SWITCHGRASS #2 4 Dm O _ : �.�.,,� 5 Sc y, tiH"lf /,. � t / GRASS ,w, > 0� y . . ,,,,,,,,.,, .., ,'.4,,,,,,,,,,,,i,,,,,,µ',-u, i a ,.. a8 ' u', 2 ,. , 5 M P + 11 , �: II. �), ,, 14 � 1 . 1 0 0I 6 Rh r -i 22 /'«7.5 ,;�i,,,. ,..., . .,,, ,.„<�i;%.„rima;:r%/., M F Y 2005 RESHWATER W LANDS B W. P / ET C „,j .. f£. .� r ,,,; v, Yui,' ,/ F/. \ i, I / BOWMAN N U AFF RM Y :;/ LA D SE ESI I ED B I „� 5� /r a , /. •.s , , R , , ,, o,�,,,,,,,rr ,.,- :,,,.,p'..,.,tirr�,,;ti r„ .. ,,; .may.. 1 Qaa ,.„ �. .,I,„ ,.. .,n;; uuW 2 AI i NYSDEC LETTER 6 20 2018 \. 4 "1': c ---�C' ""r - 1- T ., i _ 11 %^� X1.1 2 S/ y ": ' d I �' 4 To /� R o � Am / OCT. 1 2017 A E f rr s C• N �. I. 1 ,y.. . %1 y-/ iE C1J 5 Vd - FRESHWATER WETLANDS V 4 ry I �'N 5 d I 5/• I / y J � I � //yy� 1 // Y AR N ifd 3 r B G Y GENTILE LKMA Eb, ,,1. I L J 20,5 f Ey 1 C c 11 I — . I' \ 5 Mam, Aa. p I 4 .. *.- . N :, /' _ .\ \ TRUSTEES PERMIITU91074A11 EX. 12 BLACK LOCUST TO REMA N .g' m # ) conifer"” . ;,.,,,,.. E N T r:,,;' : ., 111 I ,,,i% ;;- „��`•^'"" ,//�.X,/, �. 1 � ��` REAL ESTATE DEVELOPMENT,CONSTRUCTION R MANAEM k . . . . . ' ' . . . . . . 4 Mp '',, 4 �,ro, 11 11 i ,...� T / I 3/23/2018 `\ - ' ' £ I 100 . . . . . 'f. 1 Qa .\ GENERAL LANDSCAPE NOTES: seal I 1 Al c ( \ L1J <., 18 0' � °' . 4 Vd ''( Z 1 . SEE LANDSCAPE PLAN — SHEET LS-1 , �, 4\;' h C;•\ A J . I II ,� LS-1 B AND LS-1 C FOR OTHER � " c _;{;_,, %% L. 0 9.3 a c. 7 Iv 2 M \ I . , P PLANTING DETAILS. ,;�,f� Iz I . r = b, � ; s., / BLDG. 2 YPE B 9 I ' . . • . - 1 Alc /(T ) 2. PLANTINGS TO BE NATIVE, s - T� _ 11 . '� l \\ ,r . No U NON—INVASIVE AND DROUGHT `�^� ,,,, 3 ;� I � 4° " 1. 4 Am �' . _ N TOLERANT TO THE BEST EXTEND �SEI,� ° _ ,-- �, . ' i I �' L . POSSIBLE. I 4 Sc \ f . � �, 1 Qa 1 Alc y. --_ :E 3. AN ORGANIC MATTER SOIL AMENDMENT -�.� �. _� ;,; 5' issued date description, 'a • c9 �.: I. . a ,. E COMPOSTED LEAF MOLD WILL BE F / \ 4 M � I \ , I u�° J1 7-18-18 :,. f 2005 WETLANDS DELINEATION w 4 Am ,9 P 3 v „; INCORPORAT ED INT T 0 HE TOPSOIL AT A w h acv L :rte,:_.:,:;�y ��� / a. s, . `:si �' , 3 ,:., 1 ;'ems, 2 9-2 1 a 8 /. i RATIO F 8 8 STREET TREES, RAIN GARDENS ,. 1100 ONE PART ORGANIC MATTER Am E 'fir; F 'i L E_ / aF & PARKIN ARE y` v--.* ,- G AS M /, r 6 To - _ \ 3 12 7 18 ADDRESSED - °',�„ y� ll, % T TW ESSED 10-2 2018 0 0 PAR TS N A TI V T ,,, .y ";, E OPSOIL TO b t z .W �' , d"� \. ; 6 ,.., .,.,.,a,x '1; COMMENTS i W 1 9 rr,'i:i s. .. 5 1 Cf INCREASE IT L E_ I E SWATER—HOLDING %�F; E� 'r 4 q;r $ T $ R .,. > . �,� � mss, LL �, r,. w;�. �,,, 1 �£v ter.. � -. 12 S ' :; , .r 9 TY i:' V. V. ,�+� I;F i. 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FINISHED GRADE Aic _ AMELANCHIER LAEVIS 0 CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW ` I 'CUMULUS' CAL. IDBBECEEIEEDUOUS w:,. :` ,'''_, \ Cc - CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN 6R000S \ PLANTING SOIL AS SPEC. _ <s ''ol ��� CAL. TREE \ D/ MIN.6" TO 12" DEPTH f�-•1`.�' .�,4,N� ',�r``�'� %• Cf WHITE DOGWOOD AS SHOWN DECIDUOUSA" `' / \ ( ) . %�°- �. �~ NOTE: - CORNUS FLORIDA CAL. TREE _ DIG 2 MIN. DEPTH , ;w�r 1 - =''f`• ii1'.A'w:f" JET cam': �:.' - 7O.C. TALL 4a. _ V 5 \ _r �:��' -:`�• . UNIPERUS IR INI �,-: �`�;__ G ANA EASTERN A Y J RED CED ..Y � II TEST HOLE TO VERIFY �b: �,i'•' `" CONTAINER EVERGREEN , ROOT MASS WELL DRAINED HEDGE " p' / /\\ SUBGRADE MATERIAL To __ THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', #5 7' O.C. TALL TAMPED POROUS \/�%�%/%/\\//i (ARBORVITAE) CONTAINER EVERGREEN 325 Wireless Boulevard, Hauppauge, New York HEDGE 11788 WELL DRAINED \'\\�� ,\ \ ( ) � Cb0 Am -- ARONIA MELANOCARPA BLACK CHOKEBERRY #35' O.C. FLOWERING Phone 631 300 1010 SUBGRADE PLANTING BED CONTAINER SHRUB 0000I Iv -- ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING Q CONTAINER SHRUB owner/developer: J \ PLANTINGS � MP MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING CONIFER REALY LLCGRASS & PERENNIAL CONTAINER SHRUB 83 E. Main Street,Suite 600, \ / \ d:toRc RHUS COPALLINA SHINING SUMAC #5 5' O.C. FRUITING Rochester, New York 14604 N.T.S. --\ SHRUB CO5' O.C. FRUITING NTAINER/ \ oc No — Sc SAMBUCUS CANADENSIS ELDERBERRY # CONTAINER 5' O.C. FRUITING \ SHRUB Site/Civil Consultant / / \ Vd VIBURNUM DENTATUM ARROWWOOD # (T \ _ -- CONTAINER SHRUB 0 \ J \ 0000 11 V� IgS -- ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24" 3' O.C. COMPACT HT., B&B EVERGREEN At -- ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING .; CONTAINER PERENNIAL C6:bO Dm -- DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2'-3' O.C. PERENNIAL CONTAINER OCPCP Rh RUDBECKIA HIRTA BLACK EYED SUSAN #1 2'-3' O.C. FLOWERING -- CONTAINER PERENNIAL L K. MCL.EAN ASSOCIATES, P.C. QdDCP So -- SOLIDAGO ODORA SWEET GOLDENROD CONTAINER 2'-3' O.C. FLOWERING PERENNIAL LONG ISLAND, NY rr— _ PROPERTY 437 SOUTH COUNTRY RD., \ 18� LINE \ BROOKHAVEN, NEW YORK 11719 Cp -- CAREX PENSYLVANICA PENNSYLVANIA SEDGE #2 3-4 O.C. NATIVE Df'�U"V`' CONTAINER GRASS Tel: 631.286.8668 DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE CONTAINER GRASS OdDCP Pv -- PANICUM VIRGATUM SWITCHGRASS #2 3'-4' O.C. NATIVE \ / / / / CONTAINER GRASS / / \ VINEYARD VIEW 100 NORTH ROAD Uj / z \,� _ PIN&CAP TOWN OF SOUTHOLD, N.Y. 11939 / D, \ ` OCT. 17, 2017 FRESHWATER WETLANDS \ BY GARY GENTILE, LKMA, ACCEPTED BY SOUTHOLD TRUSTEES PERMIT#9174A, 3/23/2018 "I V111 12 Pv —18 3 Rc 22- 5 To � / \� \ � Q LIM TS OF RAIN \ \ Q D 9 Vd / GAR EWA ER \ \ TREE- DUG AS �j✓ c o / n 5 Mp \ sTOR 1 \ PER RECENT D O REAL ESTATE OEYE LOPMENT,CONSTRUCTION IS MANAGEMENT / } -- ; RETENT ON AREA / �� \ � STANDARDS FOR 1 Al o i \ �� \ \ NURSERY STOCK D 1 CC - (' ,►, \ \ BY PUBLISHED AS y / E THE AMERICAN Qa G sea 5 Am 12 Df 12 Cp \ -/// NURSERY & Ga i � ` ��z,1ASE 6 IgS5 Vd 12 PV LANDSCAPE ASSOCIATION a„ a 6 Am 2:3' 1 Al \ \ \ \ WRAPPING AS SPEC. ~ ?� \ \ \ - 3" MULCH AS SPEC.4 1v 1 Al '+ v g' \ \ \ \� \ \ TREE FLARE AT TRUNK as '> y �_ TO BE SLIGHTLY f�' 3 I • - .' , >{� `�,, HIGHER THAN �TdSEf�i o =~ 5 SC 221 . \ \ \ \ \ 4" HIGH SURROUNDING GRADE SAUCER , ,y FINISHED GRADE E_ i.I ; � � E• „/. �.,.- issued date description � '' '�. 3 I S 'S _ 5 MP 4 Vd \ \ ' / / ` 9 I `. F \ 1 7-18-18 2005 WETLANDS DELINEATION F44;,'CL � ,`• \ 2 9-28-18 STREET TREES, RAIN GARDENS 7:1 ;• ,.- _. ; To 5.0. 1 \ PLANTING SOIL , \ & PARKING AREAS ~y \ 2005 F SHWATER o %' \ AS SPEC. > 1 - " OTE: 3 12-7-18 ADDRESSED 1 �° 4 DmI !•� 12 C WETLANDS BY C.W. \ \ �' COMMENTS 0-2-2018 LLI Mp >I ...., I ;' , ��� I" P ro BOWMAN LAND USE ESI \ DIG 2 (MIN.) ; ;. \ \ DEPTH TEST AFFIRMED BY N DEC /\/\ \ \ HOLE TO 3;0 10 Df6/20/21018 / / VERIFY «, %� .� � LETTER •\\ \\ \\ \\ \\ \' o c�i I'. \ \/\ \ \ \ \ o BLDG. 4 (TYPE AJ ' ROOT BALL WELL e r 1 :``': y �:<; ,< N �`• U DRAINED o 13 So I "e °; SUBGRADE "''" \ 3X ROOT BALL WIDTH (MIN.) I;. - \ MATERIAL r ��~ issued i TAMPED POROUS date description BLDG. 6 TYPED y 10 R h 2,�7 ;� . � (WELL DRAINED) i4 , 2.0 -,, a. - ' - 2.0 _ - � -'>- � . ,;, ( � � SUBGRADE TYPICAL TREE PLANTING 2 AIc N� I. y,;. 15 So I' I \ \ N.T.S. -IieS- ✓,i I•, "n g9 iii, '°".o'�//,% ,,/�y,;:,,t, \ \ L 4.a SHRUB- DUG AS PER - �' 12 Cp \, RECENT STANDARDS FOR / / / 8. � , \ NURSERY STOCK AS °N' `y j 4 M 1.8' \ i \� \ PUBLISHED BY THE „� $•. = p AMERICAN NURSERY & 4,, ' �� 1,'• "� '' ;.��- - 4 � LANDSCAPE ASSOCIATION Dm ' ,I': 5.0 �\ 12 Df J /6' TOP OF ROOT LIMITS OF RAIN 3 MULCH AS SPEC. •� :�- ,..��� \ MASS TO BE I > . I � GARDEN / , � SLIGHTLY ABOVE C r b� N. A o o 6 t . . a R e E I� M � ST OR A / SURROUNDING GR DE 4 HIGH � I %i%:= tit►e � s t\ „1 `t • �. , "'�" REA / 15, Rh to A 22.0' RETENTION T \ a� r� R ET ) 5 .a �. SAUCER TYP. y F. y„ y/ .�. t� ( / T i6 So LL 7j,./ Jm �y` ,,, , � �°� FINISHED GRADE 00 4 S LANDSCAPE %6 ey l 5 _ PLANTING SOIL 1 Cf .,,,, " ` ` _ '� „„ , _ �/ AS SPEC. . .- T3 "Y,MM„IYrw , , y PLAN -si � .` �T NST o = E 5 Mp ' _c I Q AI —; a MATCHLINE A-A , DIG 2'(MIN.) �.. �I�° �” .� .• � � \ \ \ \ \ DEPTH TEST a� /\\/\ \ \ \ HOLE TO v PLAN KEY ROOT BALL \�/\\��\\/��\/� DRAINED /�/ / / / VERIFY WELL LANDSCAPE LEGEND GENERAL LANDSCAPE NOTES: X ROOT BALL WIDTH MIN. MATERIAL T 1 . SEE LANDSCAPE PLANS — SHEET LS-1 AND LS-1C FOR TAMPED POROUS ( SUBGRADE drawn by: LMY PLANTINGS FOR PERIMETER checked by: CFD OTHER PLANTING DETAILS. OF PARKING AREAS (WELL DRAINED) ° LS1 -B 2. PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT SUBGRADE scale: AS NOTED ED_ LS1 -A TOLERANT TO THE BEST EXTEND POSSIBLE. SHRUB & EVERGREEN PLANTING a project number: 17106.000 4- 0 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF o � PLANTINGS FOR INTERIOR MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO N.T.S. v OF PARKING AREASOF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE ---- - _ sheet number ao TOPSOIL, TO INCREASE ITS WATER—HOLDING CAPACITY. THE EDUCATION LAW OF THE STATE OF NEW YORK 0 0 40 80 4. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON '' 18 SPECIFICATIONS,NRTHE IDRAWINGS TS ANY EAND/RRSON R THE OM AACCOMPANYI GLTERING ING N STREET TREES FOR 1� �'' DLC t y 2Q18 i�'�/r SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 0 LS1 -C LS1 Feet ALL PLANTED MATERIAL. I INTERIOR ROADWAYS 1 OF A LICENSED PROFESSIONAL ENGINEER, WHERE ' � �� —�,,.,_ SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS 1 -B (\ n I S' "'" I'`"'''"° THE ENGI FULL EXTENT MUST IOF THE ALTERATION ON THEGN, SEAL, DATE AND RE SCALE: � -2O M mF -TM � DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) d z , R T 1 i u } c / yr O ( i N T O J r / \' 3 7-7 d< GENERAL LANDSCAPE DSCAP z E NOTES: . W X. 30 — d� 22 t1 Po TWO E 6 S c _ . . • .� ��.; r JC H L111 E A A -__ �� ,�.'„n I 1 . SEE LANDSCAPE PLANS SHEET LS-1 SILVER MAPLES •.� , ` t. �;:: �,�: ,�.,>�� �,�,/ ,: w.� `I , l 1� ND LS 1 B FOR OTHER \ .., i,,;,,;. .wee.., N . .,., . � 12 I s 1 Alc A ER PLANTING . W TO REMAIN ti. Y, y 9 ' , x ,. .H 17 DETAILS J .. r.,,..Nwy....,.., '.`.,;� v,wv,.i+.w4w.. �':: :�4-`•..' .ww.wr+mw..ww wwrwwww.rww ' ' t , Y7 ' e'er: �z of <..: . 77, , , t 4M 1 Cc `, 12 I S 9 � %' 4 LcNON—INVASIVE, 't . _ EX. 36 SILVER . . ..... � .. ,.. ' ,-.. ,,,,;, . 1 Cf i �y � ,.�. c � DROUGHT . 2 L AND REMAIN ” , 1 Cc MAPLE TO ♦ ,..: ,, Y ,.: ;.. .� .;. - ,, .: ,. ,. :. ' � > ;,� COMMUNITY .., - .k'. :: ':. ;' z D : ' 4 M ` TOLERANT TO THE BEST ERTEN � ..-�- � ,�,n ,0- 4 B h '_ P 4 Sc G 4 I v '. .r I . D ,.. " , . . ;.:<;- POS BLDG. ,� POSSIBLE. , a. s „ rY - 3. AN ORGANIC MATTER E SOIL AMENDMENT - , r 15 Am I.E. COMPOSTED LEAF M W a 2 Cf . o OLD ILL BE ` - / �y;�-, 325 Wireless Boulevard, Hauppauge, New York �. .�. , , < ;� `,"� „� ,� 17 Pv _ � � r� INCORPORATED INTO THE TOPSOIL AT 7 M p w: _, _.. ., --- 11788 r µ . S ,y �«.i541„_.,,u„�,,..,,uax .�.';,u„»�,�..,Ks RATIO OF ONE PART o R IN ,. ,:' ORGANIC MATTER LIMITS OF §-� 1 s3/�.,, .,�, ,,,<.,�.�< --.� Phone 631 300 101 C:n ----- �'' 1 GARDEN TO TWO 12 Df STORMWATER M11 ' ,. ` � �, owner/developer: , Z i' - �° I TS RETENTION REA ,_., ' .� � � � ___-� r w�.� .__------ _y � . INCRE 0 PARS WATER\—HOLDING TO ,... (E / . � �' \ CITY 83 E Suite 600 , Q 10 Am / . E ' �www. .. ,�.� .-�,,_� .. .-.A,..... ter,,, �''�; Y.- I, CONIFER REALY L 12 C � CAPACITY.P A Main Street, 5 C ' — _ -- - - - _ 12 Cp - - 12 Df 4. COARSE MULCH AT A MINIMUM DEPTH P p - i Rochester, New York 14604 �. 6 Ls 4 At 12 Pv - - - -. - - . 6 At I' ' ••` `' i S �� F 3” IS REQUIRED ON ALL PLANTED 12 y MATERIAL. site/Civil Consultant • • 1 2 Df � Pv I • 6 Ps 2 Al 12 Df 12 Df \ 12 C r P , I ' . . ' ' . .\ . • . 12 Cp \ \ I � � LANDSCAPE LEGEND 2 Al 1 \ ' 12 PV �� 5 6 \ 12 Cp I PLANTINGS FOR PERIMETER L K Md-EAN ASSOCIATES, P.C. 5 M 12 Cp 7 Md 12 Cp \ I i OF PARKING AREAS LONG ISLAND, NY • P ���. � 437 SOUTH COUNTRY RD., 4 Iv LIMITS OF \ �. Tel: 63 .286.AVEN, NEW YORK 11719 f 1 ,ti`b 4 Vd 7 Lc BIO-SWALE / \ Tel: 631.286.8668 I I 6 Iv / \ PLANTINGS FOR INTERIOR 130 J STORMWATER \ '\ .. / RETENTION AREA \ OF PARKING AREAS lop, 7 Am 1 Cc LIMITS J dL. /� / / \ OF RAN 36 34 3GARDEN .2 / STORMW TER rYYY RETENTION AREA \ VINEYARD VIEW rn � � STREET TREES FOR INTERIOR ROADWAYS NORTH ROAD / TOWN OF SOUTHOLD, N.Y. 11939 Df 2 AI CO \ \ { EX. SASSAFRAS OCT. co 17 2017 \ pp 6" WIDE x FRESHWATER WETLANDS 10 Vd GROVE TO REMAIN --� \ / \ \ \ — — -26- - - 1-18"�-1 @ ANCHOR TRENCH 12 DEEP I / BY GARY GENTILE, LKMA, �J - - - - - - ANCHOR cp / I \ ACCEPTED BY SOUTHOLD TRENCH TRUSTEES PERMIT#9174A, Z - _ - 2"-4" OVERLAP I 3/23/2018 ON SIDES (TYP.) coni r REAL ESTATE PEYELO/MENT,CONSTRUCTION R MANAGEMENT � ' ALL STAPLES 2005 FRESHWATER � I " ( ) al 30 O.C. TYP.WETLANDS BY C.W. - F��` YahBOWMAN, LAND USE ESI„ / 24- 30" O.C. (TYP.) .�se a I AFFIRMED BY NYSDEClhi / , F LETTER 6/20/2018 I11} a, / ~ M EROSION CONTROL MAT issued date description EX. BLACK LOCUST / �� 1 1 7-18-18 2005 WETLANDS DELINEATION �I / GROVE TO REMAIN / \ ,/ (E.C.M.) INSTALLATION 2 9-28-18 STREET TREES, RAIN GARDENS N.T.S. & PARKING AREAS 3 12-7-18 ADDRESSED 10-2-2018 COMMENTS o P L AIN T MATE R IAL L I S T o II � � / SYMBOL KEY QUANT. )BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES issued date description T p rn SASSAFRAS / \ \ �\ QC _ QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS I EX. SASSA R S / "'+'��Vjj✓// CAL. SHADE TREE I GROVE TO REMAIN \ 1 \v _ All _ AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS p I I \ \ Z_ (D CAL. TREE Alc — AMELANCHIER LAEVIS CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW DECIDUOUS CUMULUS' CAL. " TREE Cc CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5- AS SHOWN DECIDUOUS U CAL. TREE Cf CORNUS FLORIDA WHITE DOGWOOD CAL?5" AS SHOWN TREE DECIDUOUS LL_ \ W' Ps — PINUS STROBUS EASTERN WHITE PINE 6'-' HT., 7' O.C. EVERGREEN N \ \ Am __ ARONIA MELANOCARPA BLOCK CHOKEBERRY #3 5' O.C. FLOWERING :. =77 ;w,• / CONTAINER SHRUB ' '' ---, ->3 � �'•�' 0000 Iv -- ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING title / CONTAINER SHRUB (WEST)� Mp MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING - CONTAINER SHRUB � \ \ \ \ U"v" Sc -- SAMBUCUS CANADENSIS ELDERBERRY #5 5 O.C. FRUITING MON. ND. I _ \ \ l / MON. FND, / CONTAINER 5' O.C. SHRUB LANDSCAPE \ MULCH TOP SURFACE WITH I N \ Vd -- VIBURNUM DENTATUM ARROWWOOD #5 FRUITING � � CONTAINER SHRUB PLAN \ �1YER OF LEAF COMPOST OR EDGE WITH NATIVE GRASS / ® aa+xaaa+�a -_ SHREDDED WOOD (NOT WOOD CHIPS) IgS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT o PLANTINGS (SEE PLANTING HT., B&B EVERGREEN CAST IRON INLET GRATE & PLAN & DETAILS) 0" At -- ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING CONTAINER PERENNIAL FRAME BOLTED TO " X. � LC LOBELIA CARDINALIS CARDINAL LOBELIA #1 2'-3' O.C. FLOWERING PLAN KEY MANHOLE POND DEPTH -_ CONTAINER PERENNIAL a `� Md MONARDA DIDYMA SCARLET BEEBALM #1 2'-3' O.C. FLOWERING SEE PRECAST CONCRETE 12'MIN CONTAINER PERENNIAL drawn by: LMY Q� Sna SYMPHYOTRICHUM NEW ENGLAND ASTER #1 2'-3' O.C. FLOWERING AREA DRAIN DETAIL AND 24" AX. -- NOVAE-ANGLIA CONTAINER PERENNIAL DRAINAGE PLANS checked by: CFD CL SEED --- ---- - - -- ---- --� - --- - ;< < '. QJ "`" C CARER PENSYLVANICA PENNSYLVANIA SEDGE #2 �r `. P 3 -4 O.C. NATIVE o (SEE `Z� 1 :, r..,,', -- 3, scale: AS NOTED :„:•: ::..• �,' CONTAINER GRASS LSI-B - xlJ Df _— DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 -4' O.C. NATIVE E a - PLANTING ��: - -,;, r ,-;��:,:� .4.,.,.., �: r�;;;.:.� 3 �Y� 12” MIN. "�'�'•`` ,=�`" �'''''�' '' MIN. CONTAINER GRASS PLAN) y .M::4t�rav mac: ;' 3 -O NY 4JY.'lr GX, J:YY�i: ., M s -- ,n a `'-,: , < ' �t _ t PDEPT LANTING OF SOIL � Pv PANICUM VIRGATUM SWITCHGRASS # project number: 17106.000 o a DRAINAGE PIPE 2 3 -4 O.C. NATIVE CONTAINER GRASS N 0 40 80 SCARIFIED I L CO ` . SUBGRADE (;.`� � n� � l: � i I �ir~11 see number Feet I -•-- - -• -- - II II• THE EDUCATION LAW OF THE STATE OF NEW YORK J,! iPROHIBITS ANY PERSON FROM ALTERING ANYTHING ON Q !I �'' DECUC 1 2 2018 '"r SPECIFICATIONS, UNLESSAWINGS R THE ITS UNDERTMPANYING HEDIRECTION TYPICAL B 10 S W A L E DETAIL �.�,.e- ___ <_._w-,,. m I OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS I _C00 LS1 -C LS1 SCALE: II =2011 IENGINEERSUCH �MUSTNS ARE MADE,SIGN, SEAL, DATEEAND ESCIRIBEL f 'it' ,.Gf 1 THE FULL EXTENT OF THE ALTERATION ON THE N T N.T.S. .r�- m-� ..�� DRAWING AND/OR IN THE SPECIFICATION 0 / (NYS ED, LAW SECTION 7209-2) d LANDSCAPE LEGEND GENERAL LANDSCAPE NOTES: P L A N T M A T E R I A L L I S T 1 . SEE LANDSCAPE PLANS — SHEET LS-1 , LS-113 AND LS-1C SYMBOL KEY QUANT, BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES PLANTINGS FOR PERIMETER FOR OTHER PLANTING DETAILS. OF PARKING AREAS _ „ n Ar ACER RUBRUM RED MAPLE 2.5 —3 AS SHOWN DECIDUOUS •.v:., :;',.•�:.;' •�,.. .,:':;�; : :�;._ ..• t:• .' ,,, .:.., 2. PLANTINGS TO BE NATIVE, NON INVASIVE, AND DROUGHT CAL. SHADE TREE TOLERANT TO THE BEST EXTEND POSSIBLE. Qa _ QUERCUS ALBA WHITE OAK 2.5"-3" AS SHOWN DECIDUOUS 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED CAL. SHADE TREE s=;, :. QC QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS PLANTINGS FOR INTERIOR LEAF MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT — CAL. SHADE TREE OF PARKING AREASAI AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS — NATIVE TOPSOIL, TO INCREASE ITS WATER—HOLDING CAL. TREE ,. , Ir Cc _ CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5n AS SHOWN DECIDUOUS , CAPACITY. CAL. TREE STREET TREES FOR 4. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED Cf — CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS ,' 3CAL. TREE : INTERIOR ROADWAYS ON ALL PLANTED MATERIAL. Jv JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 7' O.C. TALL Aq -- CONTAINER EVERGREEN HEDGE 325 Wireless Boulevard, Hauppauge, New York To -- THUJA OCCIDENTALIS NORTHERN WHITE CEDAR CONTAINER 7' 0 C. TALL EVERGREEN Phone 631 300 1010 (ARBORVITAE) HEDGE 0000 0 Am -- ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING CONTAINER SHRUB owner/developer: 0000 Iv -- ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING CONIFER REALY LLC CONTAINER SHRUB 83 E. Main Street,Suite 600, MATC H Ll N E A-A �_I"C_1'' MP -- MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING Rochester, New York 14604 CONTAINER SHRUB l 0 0 Rc -- RHUS COPALLINA SHINING SUMAC #5 5' O.C. FRUITING CONTAINER SHRUB Site/Civil Consultant ,� —_.._ y � •�x. � ,,r ��. J IV / 5' O.C. FRUITING -' '- � ;,.,, ,.y.,;, ,, _ Sc SAMBUCUS CANADENSIS ELDERBERRY # 5 Rh 9 Rh � �__ -- CONTAINER�< 1 Cf ,., ,.,......;.,,� /t _.. :;:�� �, CON SHRUB 1 0a �20AI ' \ ---- 5' 0.C. FRUITING GVIBURNUM DENTATUM ARR WWOOD #5Vd CONTAINER SHRUB/5 MP —24 3 O.0 COMPACTTILEX GLABRA 'SHAMROCK'Am I S 18" SHAMROCK INKBERRY HT. B&B EVERGREEN iC r =---ss. ,; ' 4 Am \ 2' 3' O.C. I SCLEPIAS TUBEROSA F 1 FLOWER NG `J" A BUTTER LY W D A EE At H �h,.E � / CONTAINER PERENNIALLu „y ' r ,' " RYOPTERIS MARGINALIS MARGINAL W F 2 —3 O.C. ERENNIAL 13 Rh / � D L OOD ERN #1 C. m CONTAINER L K MCLEAN ASSOCIATES, F.C. ,o 2' —3 O.C. c CARDINAL LOBELIA y 8 -- LONG ISLAND, NY y:.,..,. / CONTAINER ,.. ,;�'• �;. T E PERENNIAL Q d SCARLET BEEBALM2'—,3', ' L LOBELIA CARDINALIS CON PERE 437 SOUTH COUNTRY RD., O.C. FLOWERING YORK 11719 ,�.ay,;,,,w. �r;;,,N,,,.,° .;,, ,,,:;:,,,,,,;u,. , ,:,;, w..,~x,a;;H•. «_ CONTAINER PERENNIAL • ,.,.,,. . .-- , t;.. . � Bel 631A286.8668 ' / ' M MONARDA DIDYMA C r BLDG. 7 (TYPE D) / %CbO Rh RUDBECKIA HIRTA BLACK EYED SUSAN #1 2'-3' O.C. FLOWERING p RENN qL 3 0. > � Og� ,�•' r • w ( ~ � � So SOLIDAGO ODORA SWEET GOLDENROD ��NTAINER 2, C FLEOWER�NG / �� - - O -- CONTAINER PERENNIAL ; , a0. <,:` �YMPHYOTRICHUM NEW ENGLAND ASTER 71 1 Ar /�� / Q� #1 2'-3' O.C. FLOWERING � . . „ . . 1 Ar . . / spa N . -- M NOVAE—ANGLIAE ' ,�' � CONTAINER PERENNIAL ,rr�� ��•y�, nT-LT' Cp -- C REX PENSYLVANICA PENNSYLVANIA SEDGE #2 3 4 0 •c• NATIVE VINEYARD VIEW7 Mp g M I CONTAINER GRASS MP , / 3 4 O.C. NATIVE NORTH ROAD Df DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 ' y -- %,•�-�. CONTAINER GRASS ,` J'� %° _ TOWN OF SOUTHOLD N.Y. 11939 4.y:• / Pv HGRASS # O.C. NATIVE \ ,.,- .of t -- PANICUM VIRGATUM SWITC 2 3' 4' CONTAINER GRASS 3 Rh \ '$,gig.; %??s„?;r•q>•,n- iiu/"„�mr r ,/r',: _. 8 7 BLDG. 5 Tso 3.01 A ' 9.5'Z ,. w jl Vu 5 Rh i 6 c ~ , b i 4 N ,r 17 Jv `` . - ,. 1 0 IgS �. .; OCT. 17, 2017 1 Cc FRESHWATER WETLANDS 5; ,,.:,., / BY GARY GENTILE LKMA, coniferer 7 TO \ 1 ({ REAL ESTATE DEVELOPMENT,CONSTRUCTION A MANAGEMENT ACCEPTED BY SOUTHOLD \ \ € 5 IgS TRUSTEES PERMIT#9174A, ,";#.q- .., � ';”rod'cryr�G%:<:."•v,,;^�,w/ ,p. M.7y, r'i.....,.. \ \ 8 ,Rh /�� ' » . —/// _ 3/23/2018 • V — V I .a e , t DIB /4 4 G• -4 � S 0 r r V ~g fa 12 P 00 a , i 4, ;,,li%wi,,,,a /~d;: mw „inn�.�' .'.aj/ ••1 ` / / - �`•--�. •J d i ~ 1 2 Cs r T S 3 P I - a a 12 Df ' 3 L1J 12 Df 1 Cf 2.8 y °4 ;. . issued date description --- 5 Df 2005 FRESHWATER o = ��' - KK "� �;��� , / . . • WETLANDS BY C.W. 1 7-18-18 2005 WETLANDS DELINEATION \ BOWMAN, LAND USE ESI„ 2 9-28-18 STREET TREES, RAIN GARDENS \,.J .. \ AFFIRMED BY NYSDEC '\ & PARKING AREAS LETTER 6/20/2018 3 12-7-18 ADDRESSED 10-2-2018 UI Q 1 12 Cp \�8' �/ COMMENTS ca LL_ 4 Am of LIMITS OF RAIN j� 4 Mp 6 Vd / . V o GARDEN O STORMWATER / 5 Lc � 12 Pv(O 8 Am CO O RETENTION AREA \ / \ \ 1 OC \ issued date description 5 Rc � ��\ i � 8 Sc � ��•\ . . 12 Cp o 12 Df 0 / \ 12 Pv \ 12 Df \ •0) / \ % \� title ` OCTOBER 17, 2017 \ \� , (SOUTH ) FRESHWATER WETLAND i a / \DGENTILETION (BY OF LKMA)GARY \ LIMITS OF RAIN•` 1 LANDSCAPE GARDEN / .-. STORMWATER \RETENTION AREA ` PLAN 0 PLAN KEY n / 2005 WETLAND \ \ \ i 40 80 drawn by: LMY a / DELINEATION --__ checked b : CFD / (BY C.W. BOWMAN — , / Feet y CL / LAND USE ECOLOGICAL E D- LS 1 -A LS 1 -B / / / SERVICES, INC.) /` \ \� � SCALE: �II =201 scale: AS NOTED LO i / \ \ ;\ \ ` project number: 17106.000 o In o � I r ' I � sheet number \\ '�-��- THE EDUCATION LAW OF THE STATE OF NEW YORK 00 -� �,� \ v. DEC10 2 201 � � PROHIBITS ANY PERSON FROM ALTERING ANYTHING U C 1 G t, IN THE DRAWINGS AND/OR THE ACCOMPANYING N O / \ �� I SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION t0 \ / -:_•-_-o-s _- ._..®,.. . = OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS 1 -c _ _ _ ... . I LS1 -D LS1 \ �� C! IC,',7;? + SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL / \ \ R;,�9ninA,t, ^r� ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U / / �� ��.••m., THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION p / / \ \ (NYS ED. LAW SECTION 7209-2) CL _ IRRIGATION AREA = 57,680 SQ. FT. OR 7.7% I I I LAWN IRRIGATION LEGEND (TOTAL SITE AREA= 748,697 SQ. FT.)+ Y { f a PROPOSED FULL CIRCLE THREE EACHZONES ZONEF�CHEDULED FOR ONE DAY R THREE DAYS OF IRRIGATION WITH \ , I r / —/ IRRIGATION HEAD I I r 34-,00,1 PROPOSED HALF CIRCLE 7 IRRIGATION HEAD – – % – — ZONE 1 EAST FRONT LAWN & VILLAGE SQUARE : :43: 4,w "PROPOSED QUARTER CIRCLE O O O LLAWN AREAS) IRRIGATION HEAD o , "A41 M C6 N O FNCN N .O ZONE 1 20 950 SQ. FT. PROPOSED ADJUSTABLE. 406, ..4. .a;., ' r CIRCLE IRRIGATION HEAD ti9 JLZ e Q0 STORMW�SWgLEY _ \ J4 o R : E sw vvErENrll ._:= \ 0� AREAI ' ZONE 2 (WEST FRONT LAWN AREA) 325 Wireless Boulevard, Hauppauge, New York L J N 22,900 SQ. FT. (SEE IRRIGATION DETAILS ON SEPARATE 11788 Phone d,Y,f� k.l � '� '� �� ''�•''�''� '�''�''�'"� \ I ZONE 2 Phone 631 3001010 W. I':. o::::':..'• :..:"•:. ::..•.:: \ N SHEET) owner/developer: I Ir Q:•: PROPOSED PRIVATE WELL CONIFER REALY LLC ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS 83 E. Main Street,Suite 600, I �; .I.` RAIN,:',. :' o © (FOR IRRIGATION ONLY) Rochester, New York 14604 \ ' \ o_ AROUND PARKING AREAS AND AT BUILDINGS) } u�t GARDE \ .'..O'•�' I,. N/ ,' BLDG.1(TYPE C) •'.'.•'. ' • , o! ! ra K1. TENIp FIN.FLR.EL. � — — J (SEE DETAILED IRRIGATION PLANS – SHEETS LLLSite/Civil Consultant o / \ \ ZONE 3 LS2–A, LS2–B, LS2–C & LS2–D) TYPICAL SIZE OF IRRIGATION HEADS QUANTITY 13,830 SQ. FT. PROPOSED N30 FEET RADIUS 28 PO Vm \ IRRIGATION HEAD J #' '' ' / \ PROPOSED –10 FEET RADIUS LANDBA Dj1. !: N N 1 274 L McLEAN ASSOCIATES, P.C. IRRIGATION HEAD K. / 0 N LANDSCAPE PLANS �: ,: ,'v / \ 1 SEE LAND •,,. • , �. �X'K , �� ,r, ��'° •O — ,� � \ LONG ISLAND, NY FOR EXISTING TREES 437 SOUTH COUNTRY RD., ,�, / IRRIGATION PLAN NOTES: M, TO REMAIN BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 fz' \ i 1 . SEE LANDSCAPE PLANS – SHEETS 2005 FRESHWATER – LS1 –C & f \ f \ WETLANDS BY C.W. LS 1 , LS 1 –A, LS 1 B, t \ BOWMAN, LAND USE ESI„ LS1 FIN.FLR.EL.=23.25 –D FOR PLANTINGS. ' - "%• AFFIRMED BY NYSDEC 2. SEE DRAINAGE & GRADING PLANS – — — LETTER 6/20/2018 SHEETS D1 , D1 –A, D1 B, D1 C & VINEYARD VIEW ZONE 1 r' �- - -' / 22 0 \ D1 -D. RTH ROAD L, \ \ N O q 0'. s' b;;• � O %,,,q /, ''' '•• :" _ o JSTGam`, ` \ \ 3. SOIL MOISTURE SENSORS WILL BE �' '-" TOWN OF SOUTHOLD, N.Y. 1193 •� � �,, p� USED WITH THE IRRIGATION SYSTEM, I ■ o �y _, . ,,.;. N .. , ' � ,. �, ,o o � :.�2' NA . : ; , • OCT. 17, 2017 TO WATER ONLY WHEN NECESSARY es . ,J 24 O O O I K FRESHWATER ATER WETLANDS BY GARY GENTILE LKM A DURING TIMES OF LOW SOIL77 MOISTURE. ACCEPTED BY SOUTHOLD ,. -•.ir,-- , �o r 0 G 0 O --� " A \ \ 4. N 0 MORE THAN 1 0 00 GALLONS PER S PERMIT 9174 tia/ r. r :1 r,. \ C a t' IRRIGATION ° RIR R I GAT 0 „>- ALL BE USED FOR i AY SHALL -� NE 2 018 ZO 23 2 w 3 i i,. i o o \ • 7-7 y� A y< N�%'' BLDG ) 4, :,A, a YER d`• BLOG.3(TYPE B) 4 /„- I' �'. tai' > rr•>:�'1 FIN..FLR. / 1 tiC4 I i.•\. / f 1 E.:✓.Lc' [ : _ I E FIN.FLR. 23 25 ' i -yO / 2a vr . r. a. F I—NE.LFLR. LR. � Ar'I N GIvt ' I .0� J lT. 0 \ \ \ E. 5� 32 ' f�rN23.25' \ I coni I 'sw J ,r: r I ./ 2 •a` j; 3. i erc, < SEE LANDSCAPE :, l0 E . - � SCi•': ND �. - L f .v ,�. 4q r a:: a♦v , v a — \ \ 1 1 !E L ESTATEDEYFL EMENT CONSTRYCTI NL MAMA ME /R EXISTING TREES T REMAIN NT I / 7vro' J' J r A 'S \ T W 8 4 f i% a i r , y I ,,- n sz �; i 2 - \ sea ,p yy bb ga @z "A ('`'j '/ y,� �� ;5 <r i' 4 R= MMUNITY B "'i� \ V _ GD LINE A-A MATCj r ••I' FIN-FLREL.-29.0' •r t - rS Y s K ,s BLDG.7 TYPE D 0/ I — \ rv^J •1 x' FIN.FLR. 1�• \/ ` y 5, b' c sem• / .s° 5 5 \ :.I. 23.2 ' It 3 R7iE AI r. /. F36+IIN G' / S 49A1:�. R 910 ./ •f' i Da N w Y. ... y" r.r 'fir, AR '' -•--•---- •:�;:,,. , j:. OR a T. ✓ '�<ti , ENT \. s E N rE t: rr EA" -p I •\ I ,>,. "(p ONA `3?' , ,�, C °xc ✓`— 4 BLDG.5(TYPE A) N r N G7y {1,z N cA / L.-25 .l s' — / — •�'' N.FLR.E - r } � u� }`. �-- / � c� \• \ issued date description tib. �' / \ ZONE 2 � `��- O � .�'�' � \ 1 7-19-18 2005 WETLANDS DELINEATION \ \ \ ;-' � - �`.�" 2 10-1-18 STREET TREES, RAIN GARDENS t• ► / \ \ \ 24 N Q \ ! � � ' ` �`7` &PARKING AREAS LI-I \3 �tf / O / r�alN`cARD ¢ ; N cV X16 O� \ 3 12-7-18 ADDRESSED 10-2-2018 i`• sr6RMW EN/ y N \ COMMENTS U �626.0"— L�ETENTONgRN. LL-I 11 �' of � I °: � �� N � � ,,i O �, / / / �: . . o 6 / � / / � 2 0' "� •\ ;. GAR ''NJ 1 � I issued date descri tion / \ m 41 I I I / a { � \ \4e title - _ / v \ / IRRIGATION \ \\ \ Iloe • . PLAN 564,1% j PLAN KEY0 100 200 drawn by: LMY \ \ Feet checked by: CFD S NOTED i \ 11 scale: A(D SCALE: =50� o project number: 7106.000 E - (0 -t d o ---- p 1 7 it, E, W, I sheet number 3 a r ar C �9 � I L i a, Lr DEC �' 201�nV- I ; THE EDUCATION LAW OF THE STATE OF NEW YORK U ��I � �% PROHIBITS ANY PERSON FROM ALTERING ANYTHING Do IN THE DRAWINGS AND/OR THE ACCOMPANYING 0 O I SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS2 NO ��.�_^---^'--'^---""`°""""` OF A LICENSED PROFESSIONAL ENGINEER, WHEREO SOC(iG;C iGs,'ilSUCH ALTERATIONS ARE MADE, THE PROFESSIONAL (fl ��� p - PF;fl( Y"r(3 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE O LS2-C — DRAWING AND/OR IN THE SPECIFICATION THE FULL EXTENT OF THE ALTERATION ON THE U I\ (NYS ED. LAW SECTION 7209-2) N d \ / " - r o` x. , ! a% a ry AW RIG T 0 GEND L N IR A I N LE _ . x../ � ''�- ...�." -�_ 1` '\ \ --� �--- •��. ;rte'. = - k , ' / '� ;y '.->. .., -.'.1111 R _ IN PROPOSED FULL CIRCLE *,. A LE \ '- :f �' sr � �: ;� ::11;:11.. i - GR r ' ; / . M W / \_ f - .,�- � \ TI N HAD �,:; •: `= I ATER _ _ IRRIGA 0 E k; 1 I 7 �._ . . p . RET —( ___ I EIrV \ , f I I .( AREAS — — '- PROPOSED HALF CIRCLE r,, 1 \ I IF-, � I. I �q �. 4. ti } F \ L�� IRRIGATION HEAD 1111 Z �� . .1' ( \ 100 WETLANQ i . . . _ \ \ , r [ . BUFFER LIMITS r� /I I 1111 I . I ,. ! " -.• ' i. r \ I \ PROPOSED QUARTER CIRCLE -` I'.: -: . .;` I I I . ' _ �--/ I —A ', • �\ \ ~- IRRIGATION HEAD i I / \ u R- - _---_ - =_ _ =�_ I I I t I \ \ f , PROPOSED ADJUSTABLE. I I , i' s \ ZONE 3 \ CIRCLE IRRIGATION HEAD O 325 Wireless Boulevard, Hauppauge, New York I , i rz I - . 1.I. ,I .1 z � , I Lta 1. I I " : i I <' \ I � I �I � Q �e . t t . A (SEE IRRIGATION DETAILS ON SEPARATE 117s8 nn .1 =— \ \ Phone 631 300 1 z � '. II f' 1'W �l 1. I . . .� . . : O. : . �_ SHEET) ' 11 ° 4 3 2 • 1. I . •. I Q. 1 I N , 1 ='', I ; ► ' I. 4 \ . F F \ PROPOSED PRIVATE WELL owner/developer: a j I I 1 ' . 1, I }j 1 . r . . O CONIFER REALY LLC 4 1' Cn I / ' ' I - •. \ (FOR IRRIGATION ONLY) 83 E.Main Street,Suite 600, I 1 . I I R �\ I Q J. . I • ASN . I ' Rochester, New York 14604 . 1 1 I I :W .: TOE OF SWALE \ I 11ci� ARDEN / .. - I . Ld I I 1 1 i I �' BLDG. TYPE C site Civil Consultant q � I I . I F- 1. I I a. . I -ORM.W ,'. ( ) . \ . . \ / . �= I q ` I I't- , 1 ATER O' � \ TYPICAL SIZE OF IRRIGATION HEADS I I I. . 1 i � : - RETE ( . 1111 o J . .I . �._ � .,. • I . \ - '"' :. f FIN. FLR. EL. = 23.25 PROPOSED N30 FEET RADIUS � o . � 1 ) E- �, i ARE Cn I ..1 \� l I � I • . I A . A SW3 . ' -\' . • �. � \ I IRRIGATION HEAD �'. ,2 I CL , J• ILL.1 I . / / 1 . 1 '- \. \ \ \ ------ -----� , o, _ o -\ 3 '' i`'Z \��' ; . ` I /- PROPOSED N 10 FEET RADIUS x ' ¢ �' Q I I , � IRRIGATION HEAD LIC. McI..EAN ASSOCIATES P.C. w i ( / , .1 11111111 I 11 11111 1 . ll , I W . . • I.. I.. . I . . i \ J /. ° ...\ ° > o , ° :.., ,.. ,ry ` ( I LONG ISLAND, NY II I ® 1 . 14 P °.. . a S < `rte' I • / 437 SOUTH COUNTRY RD., \ �:` _ /. ,,,, _1._ 4, �' \WETLAN ' Bei 631A286�86 8 NEW YORK 11719 s BUFFER LIMITS \ % B -- - - -- `B NG --. -0 ---- %1111 —(f wryQ\\ I , .q I 2 i „ ..; .1111:,,�:. ii .:'....: ,-wx",,. 11...11 ¢.,i,. „ -;..,>, `1111 ,, 4 i 9 i. iii„-,- l IN 1 RAIN ,. . - 1111. f� ,. {{ :', -.11::.11.. ,,;� ; ';; ...... . > „ MIT1111. I I j., -' /,. i`'';"'; "I/ ; G DEN N I If - %', �,. �, l E R 1' t 11.......11. ,'.- 11:11. / 0 VINEYARD VIEW W I I ”, T 2 S 11 I 1111 11:11...... , ,;. 1111,,, 11.11 >.,..,. 1111 , 1111, 1111 11...11 ,." � >.:..% . 11'.:11.,, �,'- ,.,,, ,,•�"°`".,, 1111. ,... ;;:::`'- 11.11,, 1111:':' AR 11-11 .:. . ..1111., ,. 1111;.... ,� -::�; / \ E , : ; '" RET I ,. .. .. -_ ,. �: >... 1111:;, ,'„ % „1111, „'. :; 1111;.. //, AD ' .>. ,.�' .1111., ,. NORTH ROAD ;..1111': „/ 1111. I 1111,, _ 1111, 7 17 FRESHWATER WETLANDS BY >;, 11';11.: ,.. 1111 OCT. 1 20 :11.:11. ., ,..' ;11.11. 11.11, ,.,.. 11.11 ;11.11 11'11''; r / ;.: \ O r 11.11;. >,., ;, 1111, 11 ;.;11.11,, .;, . ..-r, -, w r- TH D TOWN OF SOUTHOLD N.Y. 11939 GARY GENTILE LKMA ACCEPTED BY SO U OL ', II >. �, 1111.. ,' >. 1111:' :1111, , LAN D BA : 0 1111 , ':, , .1111 1111 ,, 1111, ,,., 1111, ." :,�,�. > y ' P RMIT 9174A 3/23/2018 I /„ i' TRUSTEES E /1111,,! " - ,: , ,.. , 1111 . .. > ,. „, .,;. ,- II `;i, P 1111 1111 ;1111 r ,,..�^ i'; e - •„�,. 1111;. .,i;1111., ,' , �� .1111,'� > ;F, N. I t`i, "' /,.tJM JTL.iS / i 11 i? ,.i _.. 1111.%;1111:, i 11.11, , . ;�' 11'11 NS ,.. SEE LANDSCAPE P LA 1111. . % ,: ,.. a� /, '. 1111.:. 11..:.11 1111 ' ° .. 11..11, ,.. � ,. ,. P .. 0 5 FRESHWATER .x-'~� t At? 2 0 ri' TREES t ,/ FOR EXISTING NG T 1111:: �.%, , '""� , /-% ' � It � ,.;1 1 % Y C.W.W. WETLANDS B C .< r ;" E C :' T REMAIN \f �;%` RAN JT, / , .1111..% .,/ P: ;;�: ..11;:11, ;i -, .. " 11"11 ':'" .i// 11.11.., ...., .i,3 - >;'6'i 1 r 11/.11 / �,�' 2 A 1 ,;1, /, >' ,. .'0,, (, .11.11. 1111,,�, .., , „ ... „iii... '. -�,. ",;% ,�. .i,. 11.11 /.1111. ., ,; , `.'11/11 1111 11.11, ,. ,. <>;�%.,' B OWMAN LAND USE ESI ;1111, i... / %s • — 1111.,. ;, . 0 MER M i 3 ,J e I ,. onew , 'q y ,: 11.11, "111;1 AFFIRMED BY NYSDEC "1111. '.-1111, ZO E ,v r 11:11 , „ 1111,,.,,; `, ,.<„_11.;.11 , > 11:11•, ,.;. ,. ;1111': ,.- / PADy % .;1111 , ,�. � 1111 <,:. 1111'. ,;.... � . x � � , . '`'*�,=`�:'� �""'" �`�,"` m'.""'..� •--'--Jr LETTER 6 20 2018 \. C � „ �\ �w I 1111.' I / i 3 �__rr, s '14 r r \ r /-;1111 rr„/�.','.''' S S S S S "%�rll 1111,, ..„1111,,� ,a,.x..,&�/v///�i.'r//// .»Y'F<r✓i.,,G S Y M / \ % W I y 'I f4, '%,x \ / �p /., Q ZONE E 1 h / / \ / / \ .r, - ., i:' '/1'' _, / ZONE WN . \ _J— — —J NE 1 EAST FRONT LA I —, .-� � _J -- r 1 / & VILLAGE SQUARE - —T / Z r 4 \, si L J 3 \ . . . �' t i �, /. / 100' wE'fLAND LAWN AREAS) 1 1 ' �../ ... 3 4 Y I. I . \ AI�, . It ' —/ . <` r `\ / . ' : a BUFFERLIMITSLIMITS ZONE 1 I 11 i /l I V .x, \\� A \ / 1 >',y ,�r� P ° P \ � REAL ESTATE DEYELOPMENT•CONSTRUCTION St MANAGEMENT I r INC ` \ \ J /J f \ U I ZONE 2 (WEST FRONT LAWN / ` . .. ./ r / I . I , , r \ AREA) \._' JrJ �� LC, C,.r I1tlR'4r£ 1 /. �_ ,r- —, 1;: 1 I I � . i � , . / _ BLDG. 2,�'TYPE B) .11 . . I- r `p II ZONE 3 DRIP IRRIGATION - ', , _ �, ."1111 1 ; ' -� ,��� ' '11 FIN. FLRIEL. = 23.25 \ r ( ,,'a, Jli = � , 1/ r '�// \ �.� NTING BEDS l ,, .� 3 ;,i /r \. �l► \ r F ,h, I f/- / T\ \ AT ALL PLA o� ,-.: . t IFi� I 1 ;'ii.\ \. s ( \ BENCH ��'/ _./ o / _ r ', 1111 11 I� \ AROUND PARKING AREAS /� RWI"- < , /. , BUILDINGS) o I I .' I I \ / ZONE 3 AND AT BUILD I ' 11/ ) �y \ / \ / �� ) 11.11, , \1 i ; ,;;;. 6- r I \ T /� r rJ 1 \ 0 \ E \ _ ”. C: J . __: - � S E IRRIGATION PLAN I 11.11 / issued date description 1111,,, .1111 ,. �' '/i.:S i ; a ,u�., � 'y t ,!-,: .'�'t't.. ,i 1 p O w €, — 1111>., / ] z' e I� 100 WETLAND I I P SHEET LS2 FOR SQUARE 41 3 c %11,X �., r .,' LIMITS; .' '1 ER L S ��,., ;= BUFFDELINEATION 1111,', WETLANDS /, 1 `1 1 71918 2005 f 0 w \, i 1111, L. F „ ,y„ "1111:;. ..'.1111; F� F� 'F \F� 'F c 1111 ,r„ 11..11 x. .... � .11.11. ,. .;'r-:; ,. ... 11......11 ,,,,,�:. � � - ;:> o. \...,..,r11 . �� ,. „3, V�V----1F- —V--- 1 1 T o� J '". . F00AREAS) .:�i,-1111 ,',:r:;, .;,— \ 1- I €'t', l r .1111, r' .,;;: , j ,. "« L :,,, ,,p;- '.,. 1111 ni;,, .. ;, 1111:,. ,. '� gra` 2 10 1 18 STREET TREES RAIN GARDENS r,. r/. I'll ,j : �"" : _ %, 11.11,.. .,,r. ;%r „/' & PARKING AREAS w I ," ;.. 11.11. ., 1111,:, IRRIGATION PLAN NOTES: I , ,: . ,. 11.... .:.11 RASH PTA I REGE t — NE 3 t� T t t t t ZO - LL :. ,..- Tye--t t - - - A i- j;g 3 12 7 18 ADDRESSED 10 2 2018 i''" v % — - T - ---- ®® ;r>' r r 1111 1111, :.. ,. .. '.G;; /. COMMENTS 1111,.,.. ,.• .1111.. > P U A i. sr, — a: w— 'j,.1111,-�� N ti�. J6j i \' J < ,;/ \' I\" / ' F F /. j'q.> \. \ F F' .T I :%:: AP P NS SHEETS r� i. 1 . SEE LANDSC E LA r " ,.'. J �t' V-- �F^ - .' U. LL / \ f /",`,1111 1111;.;; / / ,. 1111 11;11 . \. ;1111 1111; 1111 O 1111, :'';. 1111 „i /.' \.' i I i r. _ LE_ / i. — r". 1 X ,w — 1111 „> .> ,,;,a. , ,.1111 , �- '" ,; 'ter+-L , 1111 ':. `, /% LS 1 LS 1 LS1 —B,1111;, 11.11 , 1111' �`�,-�� i... 1111.. . , ' L. / �] '" t J�. J,; 11;.11 1111, vi 1111;: 1111,' '; 11..11., 11.11.;,, , v;'' > 1111 1111:, 11;;;.11, i,. \ . T : 1111,,,, ;. ;. 1111 .. .,; i. I 11.11, / / y / d F R PLANTINGS. � \ � y LS 1 D FO 1111; 1111.,: t ,. 1111,', 1111, ;1111 1111 1111 , 1111, , ., .' 1111:;., 1111,' > ,r,,.., 1111. 1111,, j N .. 11..11 r. >,.; /. A" O • ' /. v. '1111. 1 .�'' I °,Ta. k /. t / X ;. 1111 :1111,' ;1111 s ,. �• 11.;11' Al ;<,Ji , 0 NS r \. / �. 1. AINA & GRADING PLA X :;. 2. SEE DR GE y'" :,. 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I 1111;,. ;,/ ",1111. project number: 17106.000 . / � ,m, � ,,-,I/" 1111... ,11..:11;:. ��. \ y moi' P 1 V r \ sl;: I , t' y i / i r�r� <f d N n K �v. \. r L i r I - i ., O C � a, ,. 11.11 / ® \ N / , /- :, ,. 11.11, "„>.1111: . 1111,.: %,..,.,, u,' \ / 11.11; h t number ,r see a� :, 1 / \ \' / \L /. ,%', 1111 1111;.. 11;11, y _ y 1111,;-. „ .. ,:;. > . 1111'::; I ,. / . :11:..11 I x "�: "".1111,,../ h r-c / 1111,, ✓ X -„i 1111. ..,. ,„:1111"'� ,11.11..-�.-.=Y,,,=.:.w 3 t - 11.11.. .;:;^ ..-„ „i.,.. ., "' 1111, ... ..W=€-r--- 1111 . 1111.;, .�;.., 1�1 „:.%1111;; - ,:1111,.,,”, v i.,, .•..�,-.=.•�' .,...�.-..;...,,.w.• - ,.�- 11:11'. --s' F W YORK 11;11 ,1111 .1111,.! �,,,.., 1111 ,�....�,. .,.,- ..,,��..� ' .• "'•” THE EDUCATION LAW OF THE STATE 0 NE 0 1111.,,.,:;;': %. i,,,:,. ,s \. /. +• / \' ANYTHING Y 1111 %., ,�„ 1111.,.. . . 1111, 1111,,,,, ANY PERSON FROM ALTERING NYTH r., ..1111,,, ., ...1111 „y �, <...,� . ,. � 11.11 11'.;11, PROHIBITS 1 / 1 �, , a 1111,,, \ � , ....1111, ,,11.11.,-.. 1111,. : �;'. ;;11.11,, -�•-....1111 ', .. ,;11.11 , / ",- =--.-:.•.' '''s DRAWINGS AND/OR THE ACCOMPANYING O \ / a, .«.«, w .$ «« ^.5 5t 8s-^8 $ IN THE / f 1 • , I 0 / ' -- =•— . — _ _. :.,�1111. b `' -'.' „, 1111 <,... �- ,. ,! ,> , -. ,. 1111 , :. . .. UNDER DIRECTION O �\ SPECIFICATIONS, UNLESS ITS U DE E N / \ i s,a. 11.11 ,, �,..,, , , t / �.. / � PRIVATE WELL / "' -'<'< -• .�. ` 'r ' I � �- / '��� . : � :, MATCH LI NE A A �- � '°» :•.:..�.-•.- °„ 1°'r/\, j SIGNAL ENGINEER WHEREO /. - S � S $ S �-S $ S S , \''.;1111,/ OF A LICENSED PROFESSIONAL t-L _ *" 1 ./ ,; i'r:: ..,,1111 i /. r I „ . N FOR ,-,' %_'' " ..;' "" :"'%'.r. " ";.. SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL cD a 1 LOCATIO LS2—A / . / _ - / ° ", " ENGINEER MUST SIGN SEAL DATE AND DESCRIBE O _ _ I 7" Iw< ' '.11. ..11: .1111::: . <;> - >: ,. ' '`" 1111., 1111,... LS2 , , „ „ 1111 .i N ;.. ,.. 1111,;". , L 2C fi. IATIONOL S I IRR G ,. 11..11. -�,., .. 1111...,, �. �;'. ,-. THE 11.11 ,., 1111,;,. .. . ...>;,• ",;. . > 1111.:.. 1111..... , 1111 - THE FULL EXTENT OF THE ALTERATION ON \ ar "` .' r�, a \ � ,% 11.. 11, ,. ;.. ,u �, „, „1111.,„ 11.11, ..1111... , „1111 , � . . 1111,,-..`\ 1111,, �„ <';i .. ,.>,.... ,..,:>,. .;1111, i. ;," �":...-„' ,c>i�, .iurrr,. �ey.,i I 1111,,,, 1111 1111., ,<r,1111,, ��; i,.,r:; r... r .1111✓„> ..F .;.�ui%H.,. H�/r� rni ti.r r ��f ,. ,. .., ., „r./i 1111. ,4,/.y,/, „ , „ „ ,i .,riir.,.,,,,,• r%,/r,.,, r .. „ '+n...” /'' r\ I. _ ;`.:. / '��.�.. � // d _ B /,r .,.>/,,,,sir,/,.F,.,,,.�/„r//,,,,,.� ,r„/,r,,,,,, „ r,,,,nr./,..w, , .,�u�v/�,�„^, r„� rr,,. .,,4. 1111, „ 1111,,,. U � _,�,=-. �, 1111 � \ �^� �--,�,..-_ � \ r;;. - °' °°""•”" �' DRAWING AND/OR IN THE SPECIFICATION r mom, w��„ Q j (NYS ED. LAW SECTION 7209-2) -7, 77777 IRRIGATION LEGEND 7.5t } ZONE 3 (DRIP IRRIGATION ,,. ' AT ALL PLANTING BEDS " \ IAROUND PARKING AREAS "� =' \ I ZONE 3 AND AT BUILDINGS) " o J: (SEE IRRIGATION PLAN SHEET LS2 FOR SQUARE o FOOT AREAS) 325 Wireless Boulevard, Hauppauge, New York 11788 Phone Phone 631 300 1010 er:owner/develo ' \ � p / \ \ CONIFERREALY LLC Street, 83 E. Main Street,Suite 600, p IRRIGATION PLAN NOTES: Rochester, New York 14604 rn I — 1 . SEE LANDSCAPE PLANS _ SHEETS Site/Civil Consultant �.. LS 1 , LS 1 A, LS 1 B, LS 1 C & a LS1 -D FOR PLANTINGS. 2. SEE DRAINAGE & GRADING PLANS - SHEETS D1 , D1 -A, D1 -B, D1 -C & 3. SOIL MOISTURE SENSORS WILL BE \ / / OCT. 17 2017 FRESHWATER WETLANDS BY GARY / USED WITH THE IRRIGATION SYSTEM LL Ij L K. McLEAN ASSOCIATES P.C. i \ GENTILE, LKMA, ACCEPTED BY SOUTHOLD TRUSTEES TO WATER ONLY WHEN NECESSARY LONG ISLAND, NY PERMIT#9174A, 3/23/2018 DURING TIMES OF LOW SOIL 437 SOUTH COUNTRY RD., / \ MOISTURE. Belo ROKH631A VEN86,8668 YORK 11719 2005 FRESHWATER 4. NO MORE THAN 1 000 GALLONS PER i / \ WETLANDS BY C.W. DAY SHALL BE USED FOR IRRIGATION BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC LETTER 6/20/2018 VINEYARD VIEW Ipp � � / � � NORTH ROAD I / — / , \ TOWN OF SOUTHOLD, N.Y. 11939 U-1 INC vo c o n f e r REAL ESTATE DEVELOPMENT.CONSTRUCTION d MANAGEMENT sealY0 -22.0 100' WETLAND L Ott; rl+ ` BUFFER LIMI / LIMITS OF � L — F REQ N PROPERTY LINE TVP. \ \ o _ 100' WETLAND / ,i GARDEN STORMWATER \ \ \ \ •, , :" ... , ': .. ' 7: ; ., BUFFER LIMITS / F \ \ \ \ issued date description RETENTION AR 1 7-19-18 2005 WETLANDS DELINEATION ZONE 3 ZONE 3 LLI \ \ \ \ / \ 2 12-7-18 ADDRESSED 10-2-2018 '` - Sro cqR� COMMENTS • • • � ` Lj 200 -22 FNro^'� DUMPSTER o PAD ' r . a �(\ .,; „•; � . TRANSYZONE 3 cD FORME O PAD \ \ \ \ \ \ \ \ issued date description V) „ , d,���� -34 v \ \ PAIS , o 0,': \ ,u. ' /.F: F 'Fry 'F F >;' F i TENANC ,'-, \ \ , E U T 10 /. f 5 � s A' t tt, /rr / O �i/ N s w„y/ ';r;>y"' //� ","''"," ✓' ,iv/, /ern"�r/, , r • r; n i LZ LOG. 4 TYPE A r nr %4 , FIN. FLR. o - , EL. z ' I 100 WETLAND title S \ „ 1 iON��ms •u„qr. DG PE D FFRLIMITS 1 a . BU E 2 .2 3 5 � - ,/„ .i, ,-Vii' :• F LR. ` \ ILL. L. 4-1 _ PAIN \ O ri f” ♦j 6„ IRRIGATION / M 0 RM r ET � e. N 1 O `yy /' 23.25 D N 5 e A •e r� �, PLAN r- v .� f f' v �.i wr r/ . A 3' y S YV 1 1 I \ P 0 4-1 Y '7';. . . . . . 4PLAN KE0 wnd a y:0 80 r LMY b J / :i J', /..�"/'/ yam. i, / ''ter, /, . Feet , . ,,. „ h ked b FD CD +C =t; J a .. scale: AS NOTEDo SCALE: 1 —20 E LS2_A L 2_B LIMITS OF GARDEN project number: 17106.000 AIN tet / WATER STORM a '�2 ," I AREA � I ION ,,, NT _ .,,. . .,.... . RETE . . TOE OF cD — _. __ 1 „ r S2 %'�:" WA sheet number I- l 7 � \J ,r,. ., I" D gy / OO Y o I F AT NEW I / f s THE EDUCATION LAW 0 THE STATE OF NE 0 ' I f� %r is 7 { I AN PERSON FROM ALTERING ANYTHING PROHIBITS Y ERSO F O qr 0 u 2 01 8 � DEC2 N ; '" I IN THE DRAWINGS AND/OR THE ACCOMPANYING G O ;,r'„ i �� � " '" � I SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION ,:,,r -, . AA i MATCHLINE �'„ OF A LICENSED PROFESSIONAL ENGINEER, WHERE f D "'-, ' / A dl SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL L 2 " �� LS2-B LS2—C LS2 „y;-, ;' ;," ��''n ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE f� I , n' 9�i 1 I THE FULL EXTENT OF THE ALTERATION ON THE p (NDRAWING AND/OR S ED. LAW SECTION 7P09E SPECIFICATION ) CL 777, III.G .•. . • '• ;. . II • � LAWN IRRIGATION LEGEND C / i 1 I , / / r /; / 4 l - 1 1 — i PROPOSED`r CIRCLE ' „ / MATCHLINEAA 0 OSED FULL E q � r y y/ m : .,, IRRIGATION \ / // >� HEA J I i , D \ 77, ..,,. fes. / / r. G / r , r 1 _ I L EP / r� PROPOSED •I '• O O S E HALF/ I D L CIRCLE x. s s 1: , s / PRIVATE WELL I , s x s RRI A : � I G TION HEAD s- s l � •- --5.-'--mss k-- S S r' 1 s-- --- s u / i 4 ' AT N FOR LOC 10 =f. I / I _ h I I t~ IRRIGATION ONLY PROPOSED AR / U TER CIRCLE \ ,.,, CLE I Q I I , „ T e » .. ' I Y � .: .. ". / z. � � ;nr ,. .. , 9 ,,. .,s. ,. ., � 5 ,ifs \ y „ . IRRIGATION HEAD 9 \ COM , ,/ ,,. , � , ,, ..., " . .. _ . \� Jr A --------tom � *., T � '''iii 0% ., ":� ,'� ;9 r q wrx,xw PROPOSED,. 0 OSED ADJ I 7 A F L. 2 LISTABLE. i%; '4 f,� y 1 Iw {/ /. 5' x % / v S y ,Y ,f 3 • { „ \ \ \ CIRCLE IRRIGATION I 10 HEAD / 1 „ .e. I OF RAIN , , � - 'T+ ••..w••+.T ". ..-T mac" / f.--, .;: ••--� -el---- ..• e — 325 Wireless Boulevard,Hauppauge, New York PRO E TY LINE (TYP.) < \\ i \ �'�A 1 /E. 11 , ;� GARDEN / f. h. -`„�., .� --- -----c----�r - - -=. w� — :� I sir, ., ,.,,,.' 4,�, "�9. �:;; � �. �- %� 11788 �STORMWATER . 1 .' � � '.. / ��.\ �, � •. ' Phone 631 300 1010 . l I ' . _ /:': (SEE IRRIGATION DETAILS ON SEPARATE .\�-- RETENTION AREA --- - - - - - 3 'TRANS- CONIFER SHEET) owner/developer: er: I __ S - l 1 O . : — 9 w Q I — REALY LL I p TOE OF SWALE , — \� FORMER I PROPOSED PRIVATE WELL ` \. -� �� 83 E. Main Street,Suite 600, 1 w PAD `; , BIO-SWA�C /_-_ \ N G w Rochester New York 14 4 �1 y11 ;F.• .. _ _..._,.. >ti `' GAR _ _ --' # _ �� ARD © IRRIGATION ONLY 60 — � ,�� (FOR .\ , - � . •� ,, v � ' / . _ _ TOR � � �- �� s OR AEWATER , N% i ' R ER TE 1 A ON A I Site/Civil Consultant \ ; - \i , '• , ' : 1 Vi 'µ 'V �Ai ; . �.. SW7 �., / . _ v / I' SW TYPICAL SIZE OF IRRIGATION HEADS PROPOSED -30 FEET RADIUS f !, , / \,I ► ;: , ” / '\ IRRIGATION HEAD I—-------■-------J LIMITS OF \ ZONE 3 �. _ ✓ _- : i _ BIO-SWALE / \ I \ L K.Md-EAN ASSOCIATES, P.C. \� _ — — N PROPOSED 10 FEET RADIUS STORMWATER \ : .� \� LONG ISLAND, NY RETENTION AREA \ \ IRRIGATION HEAD 437 SOUTH COUNTRY RD., l v \2 BROOKHAVEN, NEW YORK 11719 / 3 a ' f `: a J / LIMITS RAI \' \ Tel: 631.286.8668 \ _J ZONE 3 / 100' WETLAND �� SOF y ZONE 2 � � • ' a / BUFFER LIMITS \ ..M ATER J O NWAREA � \ W\W \ RETENTIO I ' . �,\ • `& � � � . � •. • . ' � . 100' wETI�, � \ ` .\�.� .� . \W � � ZONE 2 (WEST FRONT LAWN BUFFER LIMITS N \ , \ \ ��. AREA) VINEYARD VIEW — — —� NORTH ROAD 4 : �.— - ZONE 2 TOWN OF SOUTHOLD, N.Y. 11939 / �• / \ I ZONE 3 (DRIP IRRIGATION OCT. 17, 2017 \ AT ALL PLANTING BEDS ' FRESHWATER WETLANDS L ;,,: — I \ BY GARY GENTILE, LKMA, \ _ – -- AROUND PARKING AREAS [4- (SEE iACCEPTED BY SOUTHOLD -26.0 AND AT BUILDINGS)TRUSTEES PERMIT#9174A, 1r � O / 3 23 2018 IRRIGATION PLAN ' � f7177U_777� ° / SHEET LS2 FOR SQUARE ►� G 1 o / -� / / /_ \ FOOT AREAS) 100 WETLAND BUFFER LIMITS IRRIGATION PLAN NOTES: coniferf"...' ... REAL ESTATE DEVELOPMENT,CONSTRUCTION S AEAIIA61MENT 2005 FRESHWATER 1 . SEE LANDSCAPE PLANS - SHEETS �0WETLANDS BY C.W. LS 1 , LS 1 -A, LS 1 -B, LS 1 -C & - 3 � ' BOWMAN, LAND USE ESI„ _ LS1 -D FOR PLANTINGS. F AFFIRMED BY NYSDEC 24 2. SEE DRAINAGE & GRADING PLANS \ LETTER 6/20/2018 / \ / \ SHEETS D1 , D1 -A, D1 -B, D1 -C & ;�;�' ^, ,� I 1 3. SOIL MOISTURE SENSORS WILL BE ' , o USED WITH THE IRRIGATION SYSTEM, I / TO WATER ONLY WHEN NECESSARY \�',•,[r- n;° DURING TIMES OF LOW SOIL MOISTURE. 0 / / \ 4. NO MORE THAN 1 000 GALLONS PER / \ I issued ' date description DAY SHALL BE USED FOR IRRIGATION W 1 7-19-18 2005 WETLANDS DELINEATION 2 10-1-18 STREET TREES, RAIN GARDENS L &PARKING AREAS I / \ 3 12-7-18 ADDRESSED 10-2-2018 COMMENTS in I ,U \\ , \ F-- / / issued date description En o \L) \ 1 I \\ ^ \ LJ_ \ \ � `\ \ \ \ \ \ \ \ \ PROPERTY LINE (TYP.) title \ D o o (WEST) \ ,� - - ' IRRIGATION PLAN _0 PLAN KEY40 80 CL \ \ \ \ \ \ ' drawn by: LMY \ ` \ \ \ \ \ 77 lcw 777 Feet checked by: CFD CD E o LS2-A LS2-B \ \ \ \ \ SCALE: 1" =20' scale: AS NOTED project number: 17106.000 � . I \ \ \ f.....,._.I'r_. .�.�....(f. sheet number THE EDUCATION LAW OF THE STATE OF NEW YORK O , \ \ \ \ ` , 110 E IN THE DRAWINGS AND/OR THE ACCOMPANYING 0 0 / , I I., PROHIBITS ANY PERSON FROM ALTERING ANYTHING `\' o DEC� 2 2u18 t\ DO — \ \ \ \ �F%`K. .„arvP e^ ' -_ _s SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS2—C 0 LS2 C OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS2SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL I > ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U h F. ;r ;,, ;•"t THE FULL EXTENT OF THE ALTERATION ON THE .— • "' -- '-' -•' - " r=- DRAWING AND/OR IN THE SPECIFICATION p (NYS ED. LAW SECTION 7209-2) I1 U i U I /tl I „ s t; "M mmz , GARDEN , %l n I ; it / rr �n , s,. 1 } '+ , 'ar n. r MATCHLINE A—A , OE OF ; / - w�x.xww. SWALE `. J , r f i, , 6 L 9r I I H os 1 Q , T r /S� . 10 T— A i ^—i T •E 1 , n y' f F <n { e S > Lx PV T=? T T 2 k' r' v.� rrA, ,J �µ nb , F S BL / r, IE D G. 7 T E D 325 Wireless u e ard, Hauppauge, New York i I N. F LR. 11788 88 Phone 631 300 1010� I' � 1 Ar / w o n r e d v I e e o r• ; e . _ F - ;; 1 .' • ,r f` CON IFER R EA LY LLC FRESHWATER WETLANDS Rochester, New York 14 604IRRIGATION PLANNOTES:oc . 171 2017 83 E. Main Street Suite 600, H; 4 1 . SEE LANDS — rrr / BY GARY GENTILE, LKMA, CAPE PLANS SHEETS ~ .. `I BUFFER LIMITS / _ ACCEPTED BY SOUTHOLD100 WETLAND LS 1 , LS 1 —A E LS 1 —BE LS 1 —C & Site/Civil Consultant PERMIT 9174AE LS1 — D FOR PLANTINGS. 201 3 8 . 23 . .�� %;H;% / / 2. SEE DRAINAGE & GRADING PLANS (j- SHEETS D1 D1 —A D1 — — I, ,A' B, D 1 C & I n e t i';'.:,;. . o -� . � ` . "' . ' ` 3. SOIL MOISTURE SENSORS BLDG. — WILL BE 5 TYPE A iiii ZONE 3 �y 6 — USED WITH THE IRRIGATION SYSTEM, 00 / TO WATER ONLY WHEN NECESSARY . FLR. EL. = 25.151 .;... H FIN L K. McLEAN A33 DURING TIMES OF LOW SOIL ASSOCIATES, P.C. f' M01 T URELONG ISLAND, NY S . 437 •� � SOUTH COUNTRY RD., BROOKHAVEN N 4. NO MORE THAN 1 NEW YORK , yyy 000 GALLONS PER 171s / Tel: 631.286.8668 (/ DAY SHALL BE USED FOR IRRIGATION TOE OF SWALE \ i T J s e ,::,.., ; �, VINEYARD VIEW DJTIM SER- t , �# - - -- 24 " — — nn , -- — P v NORTH ROAD ., y, FENCE' O —� TOWN O SOUTHOLD N.Y. 1 F � I / 1939 CV --w•. - . .. IN GARP Ely r SEE SAN ARR`r.'.PLANS. N I o M \ ; . RETE ER ' - �` ` r W .` N'Io1 A r k %% �� '�. ��. 100 WETLAND tiro ,l J • • RE — - - - - , — �. .. BUFFER LIMITS 2005 FRESHWATER ' 4 WETLANDS \ - , LAND USE ESIV5'7;1z/11 4J' srF,. " BOWMAN AFFIRMED BY NYSDEC \ "A \ LETTER 6/20/2018 O\ \ / coni AL • ONSTRUCTION R MANAH'FNENT LIMITS OF RAIN GARDEN / /, o ZO3 ��NE . STORMWATER \ 24.0 RETENTION AREA / / :�.� RAIN GAR _ N,/ �8 0 seal 100' WETLAND \ ORMWA'T .�..�" ! e YO J� BUFFER LIMITSRg�reN ` 9/, 3 N ON.ARE \ a ®Nk . e.l� 41 v issued date h description^ L / 1 7-19-18 2005 WETLANDS DELINEATION LII 2 12-7-18 ADDRESSED 10-2-2018 COMMENTS I0 of LIMITS OF RAIN GARDEN / — — STORMWATER \RETENTION AREA issued date description v / o / 41 7(5> o 0. U / \ \ 0 , � / \ title (SOUTH ) IRRIGATION -0 C: 0 PLAN PLAN KEY 0 40 80 C \ '� \ 'il• Feet drawn by: LMY \ \ ( / / PROPERTY LINE (TYP.) \ \ checked by: CFD ° \ / _ - i \ \ _ — — SCALE: 1" =20' scale: AS NOTED E a LS2-A LS2-B o % _ \ \ \ — �� \ \ o Yg Ln 00 \ / V \ \ \ project number: 17106.000 ami •r .''�— —\ CO o \ 1 _ \ \ / / sil 'I.- I sheet number " THE EDUCATION LAW OF THE STATE OF NEW YORK \_ I'rm ;i!I= PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 LS2—� ;Id c )i% IN THE DRAWINGS AND/OR THE ACCOMPANYING p o DEC ' 201$ / r LS2—D 56 / �• / '�� SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE I SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL S D "''';.C,• �;'.,,/;; ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE I \ ~ �rlq, ;F> I THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) ,. IRRIGATION PUMP DETAIL NOTES T) {•may„✓ + `i. i -24 COILED WIRE 1-1/4" DIAM. WELL CAP 1 . THE WELL( S) SHALL INCLUDE A METER w .. BLACK POLYPIPETO M 0 N I T R ELECTRIC TO WELL PUMPWATERPROOF CONNECTORS (2) 0 THE USE OF WATER FOR NSF 100 PSI GRADE TO BE SLOPED AWAY FROM WELL IRRIGATION . A REPORT OF THE 1-4n0 REMOTE CONTROL VALVE MODEL DISCHARGE NUMBER OF GALLONS OF WATER .. XXXG ACCU -SYNC-ADJ WATER TABLE 8.0 t below rade PIPE PITLESS CLAY / SAND USED EACH MONTH FOR IRRIGATION 325 Wireless Boulevard, Hauppauge, New York MUST BE SENT ANNUALLY TO THE ADAPTER 11788 . 4„ DIA. PVC WELL FINISH GRADE Phone 631 300 1010 CHECK CASING PLANNING BOARD . owner/developer: VALVE STANDARD VALVE BOX2, THE PUMP FOR THE WELL( S) SHALL CO83 E.. MainMainEALYLLC Street,Suite 600, 40r NOT CREATE NOISE THAT MEASURES Rochester, New York 14604 so' +�- SCH 80 T.O.E. NIPPLE MORE THAN 5 0 D B AT THE NEAREST Site/Civil Consultant GRAVEL PACK r},r"�=� ,,.. �" MORRIE GRAVEL RESIDENTIAL STRUCTURE. 3" DIA. x 2or MAIN LINE PIPE FITTINGS I 304 STAINLESS STEEL SCREEN 3. THE PUMP FOR THE WELL( S) SHALL 1 °r SUBMERSIBLE PUMP MODEL# NOT CREATE NOISE THAT MEASURES 7GS05R AS MANUFACTURED TECHNOLOGY OBY B R K SUPPORTS (4) GOULD APPROVED EQUAL. MORE THAN 5 0 D B AT THE NEAREST L K. Md-EAN ASSOCIATES, P.C. " 10' MINUS WASHED GRAVEL RESIDENTIAL STRUCTURE, LONG ISLAND,437 SOUTH CONY UNTRY RD., BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 PROPOSED WELL DETAIL PVC SLIP UNIONS V'7.77177777 =7717= N.T.S. 91m9V IRRIGATION DETAIL VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 ,/�"o 1 . 82 ;. PROPOSED VALVE BOX MODEL# VB-STD AS MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. 5 nWROCTION I e re '�- ;. REAL ESTATE DEVI O(MINT,CO A MANAEff MENI 1 . 08 TO PROPOSED FROM WATER SERVICE -► IRRIGATION SYSTEM se� V'u/ Yo m 1 . 38 =j L-LI11 r /ry 3. PROPOSED 1 0 100 PSI NSF PROPOSED 1"0 7 POLYETHYLENE PIPE IT 0 0. 4 0 100 PSI NSF PROPOSED DOUBLE CHECK VALVE POLYETHYLENE F007 TAS 0. 45 PIPE o MODEL L Q c MANUFACTURED BY WATTS OR APPROVED EQUAL +°, issued date description v v� 1 12-7-18 ADDRESSED 10-2-2018 COMMENTS TYPICAL DOUBLE CHECK VALVE DETAIL 0 N.T.S. LL_ 0 I O O O c6 O MP ROTATOR issued date description U rn 3 10" MIN. CLEARANCE ° FINISH GRADE FOR DOOR OPENING 0 41 — ' U <3 ODE 0 D N L_ HUNTER PRO–C CONTROLLER c MODEL PROS-04–PRS40–CV a� 0 rn title IRRIGATION j SCH 80 NIPPLE, CONTROL WIRE IN ELECTRICAL DETAILS —__ CONDUIT AS PER NEC CODE C: J" PVC STREET ELLS (3) 0 41 a� LATERAL TEE OR ELL 41° v LATERAL PIPE ELECTRICAL SUPPLY CONDUIT. drawn by: CONNECT TO POWER SOURCE. -- J BOX INSIDE CONTROLLER. checked by: CFD E n li DEC 1 2 201 I € scale: AS NOTED i7 C _ project number: 17106.000 o L __w_.. . 0 PRO - C CONTROLLER DETAIL F. I SPRAY HEAD W Z MP ROTATOR N.T.S. sheet number v THE O O SPRINKLERYORKTION LAW OF THETATE EW ANYTHIING N O IN THE DRAWINGS AND/OR THE ACCOMPANYING O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION cD N.T.S. OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS2-E 00 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL .— ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR THE 7209E21ICATION 0 (NYS ED. LAW SECTION EZ LUMINAIRE SCHEDULE PROPOSED LED LUMINAIRE, ARCHETYPE MODEL LABEL/TYPE SYMBOL QTY ARRANGEMENT DESCRIPTION LUMENS/FIXTURE TOTAL LUMENS #1A-E35-120L-3K-277-BL OFF AS A 46 SINGLE HANOVER LANTERN, GROSSE POINT 3176BP150W MH BK (14' HEIGHT MAX.) 12,750 586,500 MANS F CTUREDFBYL KIMTLIIGHTING :_: •''"°;':`' `?-' 'g`'' '`rm,'`r' ,.' B 01 SINGLE KIM LIGHTING,MODEL #1A-E35-12OL-3K-277-BL-A33-SF-LS (14' HEIGHT MAX.) 11,610 11,610 OR APPROVED EQUAL PROPOSED DECORATIVE LED LUMINAIRE, HANOVER LANTERN, , C EDG= 01 TWIN KIM LIGHTING, MODEL #1A-E35-12OL-3K-277-BL-A33-SF-LS (14' HEIGHT MAX.) 11,610 23,220 GROSSE POINT 3176BP150W MH BK D r771 60 LANTERN PROGRESS LIGHTING, r 14 HEIGHT, FULL CUT-OFF . MODEL #P560031-020 6,000 360,000 ' PROPOSED 4" , E 02 WALL PACK HOLOPHANE, MODEL #HLWPC2-P10-30K-12-T2M-BKSDP (14 HEIGHT MAX.) 2,887 5,774 STRAIGHT SQUARE .`';:�'rt- ```' ; . '.;��: ,,p':°�•`'�, F } 03 LIGHT BOLLARD LITHONIA LIGHTING, MODEL #KBR8-LED-16C-350-30K-ASY-PE-SFH36L/AB4-DBLXD 888 2,664 ALUMINUM POLE MODEL TOTAL: 989,768 PSA14-4188 AS MANUFACTURE BY KIM := ,.'•-� s °�:. '�'. LIGHTING Q a'. $ cV : . :I 325 Wireless Boulevard, Hauppauge,P New York 11788 PROPOSED DECORATIVE HEAVY Phone 631 300 1010 �� ����p�� � t -23°34�2�'/ d` HAND WALL DIRECT BURIAL POST WITH ' TENON MODEL 760-12 AS owner/developer: URED BY HANOVER - 427 d MANUFACTLANTERN INC.OR APPROVED CONIFER REALY LLC f EQUAL. 83 E. Main Street,Suite 600, .0 i +0.0 +o.o +o.o / i 1 �a-fo.o +o.° .o +.° +o.o +o.o +o.o Rochester, New York 14604 �p.o c: £ o.°+0.0 / X. . ' . +0.0 ' + +0.0 +o.o . \ --►..=�6 Q GROUT Site/Civil Consultant +0.0 +0.0 0.0 +0.0 +0.0 + 0 +0.0 "" I io(a +o.o b.o +o.o: '+'o.o `+D.o +` o-.�ea _ o +o.o - - '-- i \- .. Q .0 +0.0 N Eo.O 10 I+�(o I {aq I+o.o +oo �+o.o`:+i.e.,':+o.o, 1 a +g +40 II#..0` 1�.0 +0.0 +0.0 W a.o_+0&a o.o +o.o +o.a +oo +oo +o.o o +o.o _ \\ I i 401"J. q 1+0.0 +0.0 +0 +0.0 +0.0 +0.0 +Do +00 +00 +o.o +o.o +o.o i\ ` I a Irl [ 410 a +d.0 I I I o.OI 14-10 +0 0 6 0 +0.0 +o.D +0.0 +0 0 +0.0 +0 0 +a 0 +0.0 +o +0.0 +0.o III- I I a I I a -I I ( v I-f , I / \ \ 3/4" X 17"L HOT DIPPED I II ° II i' M DECORATIVE WRAP 4t. 'T+0.°1 +0.o I+p.af ''ib.4 1 +o.o b .+D.O >.�F 0 +00 t0.0 +0.2 +0.0 +D.O t00 +00 +00 +0.0 + 00 t00 t0.0 , PROPOSED 2 PIECE CAST 4{00j +b.o II to.' 'i+ ° + +o.o +.D.o ) 0.0 oz +DT +Do +o, 0.0 +oo o +00 +00 +0,o GALV. ANCHOR BOLTS W/ IL JI ALUMINUM I i I L" BEND (TYP. OF 4) ° AROUND BASE BY HANOVER +0.01 foo + 01:-I o I +OD +DO +°. +oA + .3 6 00 +o.o + . -too +0.0 \/ , ° LANTERN, INC ' I I I P I +01 +0.0 +00 0 0 \\ .410.01 +6.01 tao;':I+ o.'.+eo j+o.o , t�t I I II ' I +01 +0.0 +0.0 +°° +oo o +D.o 4X4-W4.0XW4.0 1 +00 too I,of<Ir0_,p +o +o.o .. +do + o BLDG. c Ga I I I41' 1 ) , { �O #o o; Opo II to d'',I+po (,.1;.'-+a:o '+o:al +0.0 +0.3 +0.2 +0.0 +00 +0.0 + o.o % _ WELD WIRE FABRIC Md-EAN ASSOCIATES, P.C. w a - +o.o\�+'b.0 /4.01:;;+011 I +0.1 \+0:1" +0..1 0 0., +06 +01 +0.0 +D0 +00 0 +0.0 REINFORCING OR EQUAL LONG ISLAND, NY 437 SOUTH COUNTRY RD., ` BROOKHAVEN, NEW YORK 11719 (TMP ) Tel: 631.286.8668 I I '' I L \' +0.9 +0.9 +0.1 +0.1 +0.0 .0 +o.o +0.0 +0.0 +b 01 1+011 1 +0.1 +0. ,+0.'7 0.5 + +z.a +1 a +o.z +o.z +°. o +o.o +€€ D 0+Q +0.0 i (F�e. t�0.1 +0.3 t1.0 t1.7 +2.1 +2.2 + 3. +2.1 +22 + 8 +15 +0.5 +0.2 01 +0.0 1 0.0 +0.0 +ft-+101' +0.2 +0.7 +2.8 + 6 +3.3 +15 3.1 +3.0 +1.7 +0.5 + 0.0 +0.0 \ NO ILLUMINATION WILL PROPOSED NIC. PSI +0.0 +0.0'Y-+0'4-y- �,`^+�"`"+ 1f +z.7 +0z 0 +0.0 EXIST 'IN'VbEiWEEN CONC. BASE a 1171, +0.0 +0.0 +0.0 +0.1 +02 +0.5 + .2 + .5 +1.8 t18 1.5 +1.3 +0.9 +1.0 +1.7 +1.8 +0.9 +0.8 +1.3 .9 0.3 .1 +0.0 EXTENT OF ' PROPOSED 8" DIA. X 12" HEIGHT + +0.0 +0.0 +0.0 +0.1 +0.2 +0.5 +08 +0.9 +1.0 + +0.8 +0. 0.6 +0.8 +1.1 +0.8 +0.6 +0.7 +0. + . +0. 1 +0.0 PHOTOMETRIC ANALYSIS 12" MIN-24" MAX PLASTIC SPLICE BOX INSTALLED 4" 1.9 +0.0 +o.o +0.1 +0.1 +D.z j+°.4 +0.5 +0.6 +0.6 +°.6 +0.5 +0.5 +0.6 +0.6 +OA +D.4 +0.5 02 1 +0.0 AND PROPERTY LINE / ° (TYPICAL) � BELOW GRADE. ONE PER POLE. +10 t0.0 +0.0 t .1-�✓t0.2 +03 +0.4 t0.4 t0.4 t04 t0.4 t0.4 +0.4 t0.4 t0.4 t03 t0.3 +0.3 + 0.1 �I II `� ' \ VINEYARD VIEW ® • -1 +0.4 +0.3 +0.2 t0 .1 +0.0 N ° 1 +o.o +o.o +o.o +o., +o., +o.z +0.3 +os +oa +o.a +04 +oa +04 d PROPOSED 6 AWG CABLE I PARKING LOT t � ; + 0. t00 +D.O +00 +0'1 +0.1 +0.2 + . � +0.8 +0.5 t0.4 +0.5 t0.6 tua T� +0.5 t0.5 +0.4 t02 +.i t0.0 _ �/(7(� � # NORTH ROAD �.. ' +0.0 +0.0 +0.0 t0.1 +0.1 +0.2 +0.5 +0.8' 8 t0.8 +0.7 +0. 09 +07 +O7 +06 +06 +0.4 +0 1 0 +0.0 `^\ \\ IN CONDUIT 1 i 0 +D.O t0.0 t01 t0.1 +0.2 t04 +,., +1.7 t1.5 +, 1.0 +1.3 t1,7 +1.3 +1.0 +1.2 +,., +0.8 +0.4 +0.2 + 1 +0.0 TOWN OF SOUTHOLD, N.Y. 11939 0 +00 +00 +0.0 +0.1 +0.1 +03 +0.9 +3,3 2.4 +2.1 ,. +1.6 +1.9 +08 +0® +0.2 + +00 ` \ " \\ AWGBUSCAN 1 OA KTK FUSES AND #6 I 411:°' +0.0 +00 +0.1 +0.1 +0.2 +06 +1.9 +2.5 +3.2 +1 +1.9 +1.6 +25 +2.3 +1.6 +0. +05 +0. 01 +O.D \ AWG CABLE 0.0 +0.0 +01 +0.1 +0.1 +0.1 +03 +08 +15 18 +1.7 .2 .7 + +19 29 +1.9 .8 +a4 01 +00 +00 \ \ i #6 AWG. CABLE INTO POLE --'- FIXTURE " B " & BASE DETAIL 0 +0.1 +0.1 +0.1 +0.1 +0.2 +04 +0.7 +0.4 +0.9 +11 +0 09 +0.4 t +00 I \ 00 +0.1 +0.1 t01 +0.1 t0.1 t0.2 t0.3 t02 03 +0.8 OB +0.5 +0. 0 t0.0 \ a 1 +O.z +0.2 +O2 +02 +0.2 +02 +02 +0.2 +06 + i +,. BLDG.2(TYPE B) 08 +OA , 0.0 +0.0 \ N.T.S. FIXTURE X T U R E r . t0.2 t03 +0.3 +0.2 t0.2 +0.2 t0.2 +02 0.4 +1.7 24 +0. +°.5 +02 0 +00 +0.0 A LIGHT T P 0 L E DETAIL TA I L .. 0.2 OB +0.8 t04INC t0.4 +03 to.2 t0.2 t0.3 +08 + t1. 6 +0.3 +0.1 0. +0.0 +Da +D.D +D.a N.T.S. \e +0.° +0.0 +0.0 0 +0.0 +0.6 +1.1 .8 +0.8 +0.8 +D.4 +0.3 +0.3 0.5 +14 24 0.4 t0. +D.S t0.2 +0.1 + +0.0 f `t; 0.1 +1.8 +19 +0.9 1.0 +0.9 +D.S t0.5 .5 +09 t 5 t1.8 t.Z t08 +0.3 t0.2 +D. t00 +0.0 +0.0 +o.o +0.0 00 00 t0.0 _ s \c ,xi,'x,.,..,., rH j \ f+0.1 +0.7 +3.5 +1.1 +1.3 +. +0.9 +0.7 .8 +O.B +1.4 3.4 +t.5 2.1 +0.7 +2.1 +0.9 +1 T ,3 +1. .0 +0.5 +0.5 +0.2 0., 0 t0.0 t0.0 +0.0 +0.0 0 +0.0 -\ f [ °2 ,0.2 +2.2 +0.8 +2.5 +1.8 t0.9 +1.2 +1.2 +1.0 +.7 +1.7 +1.6 +3. +3.8 15 D.5 +02 1 +0.0 +0.0 +00 t0.0 + .0 +0.0 +D.° �. i \ +0.1 +13 +2.3 +0.8 +2.0 +2.5 +1.0 +1.2 +2.4' +1.3 +1.0 1.1 +1.2 +2.2 +2.2 +2.7 t +1.3 +2. +0,9 +0.8 0 5 +0.2 +0.0 +0.0 t0.0 t0. + .t,�p t0.0 t0.0 0,7 +2.9 +1.3 +0.7`-1-2.5 ti.7 t0.8 t2.5 +2.8 +1.1 t B +0.8 +1.0 +1.3 +1.5 +1 +0.8 +1.4 + + 1 +0.8 +0.8 +0.8 t +0.4 +0. + . +0.0 +0.0 +0.0 +0.0 +O.T +02 +o., + X0,1. .,:F0.1', \ ° +0 0 +0.0 _ I ` p +0 +D.B +1.9 +3.0 +1.0 +2,a„ t3.9 +1.6 +0.8 0.7 +0.8 +0.8 +0.8 +1.0 +0.8 +0.8 +1.0 t +1.0 +0.4 t0.8 +0.3 t0. +0.8 +0.4 0.0 .2 +04 t0.3 +0.2 +0.1 +0.1 +�i.1. +0.1'\\ 0.0 t 0.° +00 \ ` 8 ! 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I issued date description .0 0.0 +00 t0.0 +0.0 +0.0 +01 +06 +1.7 +2.4 +2.2 +3A 4.2 +21 +12 1 +1.1 +1.1 t1.3 +,.5 2. 2.9 +4.2 1.8 0 +2.7 +6.1 t6.5 +4.2 +0.5 +0 +1.1 1. +0.0 +0.0 + 0.0 +0.0 +00 \ jt0.0 00 +0.0 t0.0 t0.0 +D.O +0.2 +0.5 +2.0 +3.j---"'1.8 +1.8 + .7 +32 +2.8 411.9 +,. 1.9 +2.0 +z.1 +z.3 +z.3 +z.7 3 +z.1 +.4 ,.7 +2.0 +3.3 +z.4 4. +1.9 +.e +0.4 0.6 +,.3 0.0 +0. 0 +0.0 +0.0 11I�I1' 1 2-23-18 TOWN SITE PLAN SUBMISSION U i Ltl/ _ .0 +0.0 00 +00 +0.0 +0.0 +0.0 t01 %r"4'a3"'-�+. 6 +,. �,..� .7 2. +1.2 ,1J""'�1.4 +9.9 .4 +1.5 ,.3 1.3 t1.3 t1.3 '�&„ +0.5 +0. 7 1. BLDG. 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'_``� d +o.o +o.o +o.o +°.° +°.° +o.D +°.° +o.0 4-0.0 q drawn b I o Y: ° 3/23/2018 -►.1-- +0.0 +0.0 +o.o +o.o +o.o +o.o +o.° +oo o�2 8"ROUND LED BOLLARD LIGHT MODEL Q __ - +0.0 +0.0 +0.0 +0.0 +0.0 n L \IV +o.o +0.0 - U _...._.. Y CFD ° d ♦ (.� #KBR8-LED-16C-350- ji�1 a ( ;, ,� checked b IN E a ` � I 30K-ASY-PE-SFH36L/AB4-DBLXD _t_: ° N 2 scale: AS NOTED o Q ' 2°18'pp�, _ DcC . 2 2018 FINISHED GRADE project number: 17106.000 o s iii- sheet number No s�,�. SITE PLAN - --- , )1 O c THE EDUCATION LAW OF THE STATE OF NEW YORK (6 rdJ ` ^Rl SCALE: 1 "=50' d _'/' 4 N PROHIBITS DRAWNGSPERSON AND%R THEALTERING A ACCOMPANYING ANYTHING \ I i I/ SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 0 50 100Feet TYPICAL LIGHT BOLLARD DETAIL SOF A UCH AC ERAT ONS ARE PROFESSIONAL THE ENGINEER,PROFESSIONAL LT U It ' ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 1 THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) CONSTRUCT FULL DEPTH RIGHT TURN ARROW ASPHALT ENTRANCE MEET EXISTING ASPHALT is :1 �-: ,- ,,;". ,�4:,• -. 96 LF CONCRETE CURB. TYPE A (ROADWAY PAVEMENT SECTION, STOP SIGN TIP-UIP CURB1. _ ` $ `" { i u ' " y :. 11 ; RIGHT TURN ARROW SEE SURFACE SCHEDULE) 47 LF (PROPOSED) 24" STOP ASPHALT TIP-UP CURB MEET EXISTING CURB LIPA15 BAR L1PA16 SAWI T E (STING SIGN TEXT DATA TABLEL jr 43 LF CONCRETE uz• r. ASPHALT P EMENT SIZE OF SIGN COLOR OF < , SPH, ,�IOUL DER, CURB TYPE A SIGN DESIGNATION DESCRIPTION TEXT MUTCD N0. - :< I" TYPE OF `';,>� --.---- w w w (L X H) BKGRND. LEGEND MOUNTING ' , y _ "` 11 V w w w w w Ex w w w w w w w `1 i_I ' '.. +`. ,,� G.M. 11 , _p', ', - -It Y NORTH ROAD C.R. 48 S1 STOP SIGN Op 30"x30" R1-1 RED WHITE S.P. :.,; ;:-;:.. ..-", ____,_,�.,.,„,.�. � . _a,- TAND. ;i:' . ,jl,; _ -----„....... .--,_.__. ---..�.—_.._,,__ ,_, ._,-. ._ _. _ , _, _.., _ _ _. . ___ - _,___w. 325 Wireless Boulevard, Hauppauge, New York • 11788 ___ EX, Phone 631 300 1010 G G G DGE OF' PAV E - S2 PEDESTRIAN CROSSING SIGN %: ;y';;,:,,, "',,' ARROW ® CROSSWALK ONLY 30"x30" W11-2 YELLOW BLACK G.M. owner/developer: _ S.P. ' �i_ " G CONIFER REALY LLC - w., _ r',� G c ® 24"x12" W16-7P YELLOW BLACK 11111'e” . T✓ 83 E. Main Street,Suite 600, . . ' ,/ . . " . ' Rochester, New York 14604 . - _ ' °' I'll S3 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) . . . . . . .. . . . . 2. 3. . .. . . . .. . . ,;Ul . R-30 . .. . U) 58 46 3C N Site/Civil Consultant m ., £ y`., _a t I v G% ;; . . . . . . . R10i < : ;: NO . ' `` ' � , . ,, PARKING � , , , , , , , , * . ,3 ''%;O'-° S4 NO PARKING ANY TIME • � • . � �`�. '"� ,�..; ' • ' . 12"x18" R7-1D WHITE RED G.M. �k . -, . . ANY S.P. 1, -' . %' ,,.y:, . %„ . . TIME _o . . . . . . . . . . . . . ' . . ,� I'l . ' ' . . . ' . . :r, ', _ ", - ,l I I Vi, % — - L K.McLEAN ASSOCIATES, P.C. '' r , ,, . . I LONG ISLAND, NY w ,,:;,,:fw::: �; 1 ,:_.; 1`" '..,, ,>,,',4,<, J 'I I 437 SOUTH COUNTRY RD., � � � � BROOKHAVEN, NEW YORK 11719 CONSTRUCT FULL DEPTH U 0 40 80 Tel: 631.286.8668 ASPHALT DRIVEWAY (SITE PAVEMENT SECTION, "VINEYARD VIEW" SIGN SEE SURFACE SCHEDULE) (SEE DETAILS) SCALE: 1" -20' 4" (TYP•) 4" OYP.) VINEYARD VIEW 4" (TYP.) -T NORTH ROAD S 23'34'20" E %;` 0 M DOUBLE LINE - FULL BARRIER TOWN OF SOUTHOLD, N.Y. 1 1939 R-40" 7s" 3s"� ':` Y E L LO W 24"- N.T.S. 3 f. 12" ,, 4 4" (TYP.) � -,; 11; 2 3 S0 LI D LINE WHITE " 'y,, r ,, ,, n - �11 a o 11 N.T.S. >;; r•h /.. -- 44" 6 NIP`' •� ' .j. o.'.. •.. _ 2 N 12• 12" (TYP.) ,.....,_:`:, . ,y�,'k.; r/,;'; ,t12 11 t�'i °� i 0 � I 3'-0" (TYP.) NOTES: : . %'% @" I. �' ,%i 24" o a. - 1. ALL PAVEMENT MARKINGS SHALL �.,,, E WITH THE € !. t�32"�- ,fir. r, .,"xl, O&.i z'x3 I �7. :.: 'i'll': ':f.::.1 �,� 12" 45• -., `I. 24" 1. BE MANUALONUNIFORM SITE LEGEND: 12 �-- R=28" 1_12• TRAFFIC CONTROL DEVICES & 0..... THE NEW YORK STATE 1-12"PROPERTY LINE STOP LINE MANUALMONTUNOIFORM TRAFF�ICLM f.' ' ---- RIGHT TURNING ARROW ARROW CROSSWALK WHITE CROSSHATCHING conifer -.- � r .I:.".,.I.:.r f ' I .•: CONTROL DEVICES. q.''NN.T.S. WHITE WHITEW }. I �l'. ^;. :. WHITE WHITE PROPOSED N.T.S. REAL ESTATE DEYFLO PME NT.CONSTRUCTION MAXAO EMENT A n .'• , j {.'••••:..:': .:� ..:...A 4 v N.T.S. 11 CO NUMBER OF PARKING STALLS N.T.S. N.T.S. 'G �12� ° .i .I '.S I.11 _..I... I'. . ' TYPEC --�� ���4 ��EI;" v ,�. W :. , .. . , ' � �` _ '., O .': : : . PROPOSED ADA HANDICAP PAVEMENT MARKING DETAILS ' """ . V ' ACCESSIBLE PARKING STALL se `�� �,� t' C'� ,f_ I �' 1, iD ` r�,m�_s',.' i., �� � �� z�xi��r y� �:' N.T.S. �7 4��_�y n �t y �y;: : y. y,, PROPOSED ADA HANDICAP H '', ;` VINEYARD ) I . . ❑❑❑❑ pp , ` ` 2° .` �;' ACCESSIBLE CROSS WALK "i < ,: ;': 4 ":� %,' �� 1. ',• �^-b11 VIEW SIGN z J I i/ - �, SEE DETAIL IJNDBANKI©I � P ;',_," � � , 4�L 4`1::J Rca ( ) dI'll I El , or," � ,;,;� ;• � PROPOSED SIGN/TYPE �, r(:,K <l' �I �,' �y•- 1. �' �.' r J I L,.,. :y �-► TRAFFIC FLOW ARROW j a 5-. �� F¢¢F, 66 v� N I' : ; Tri: "j ,r , - - � RAISED LOGO OVAL ::. v r� �6'. 7'-1 I S <r ' ,. A }5! °) .' :y ,q �, �, - �x �T Y. h '%' A in �, NO PARKING' ..... '" issued date description U ( F I HATCH MARKINGS 3 v 2" THICK HDU SIGN FACE L r ►► `i BLDG.2 4 WHITE PARKING WITH CARVED COPY ,t r I,R':;:s:`:;q • (TYPE B) O' 6 j STALL LINE TYP. �S.. �) . . r::::;:::. ( ) conifer p I 5"x5" VINYL POST SLEEVE U -11 WITH TR 4" 4" R TREATED x CORE I110 �; ,„ ,,�',.•::.... '� � o 1 NOTE: ALL SIGNS SHALL � Ll- I " ,;; % . 3 —4 BE IN ACCORDANCE WITH ` , ' RE 2 . . Y 7,,,":,,;;; L� /, o' — 2 10 THE NEW RK T ir1 al' 1 E YO STATE I 1 > 3 1 . .. .. .. e eW E,,,.,,. .,,.. ,;r,,, ':1:r ;i. 'i::'[::'•�::i:.::.'�::':�':i:..` :?'ii?•rii}:i:';is .....:..........: - ..' 1 ,.4', , ' I b, tr' �' I.: MANUAL OF UNIFORM I� Ivy.,..,,,,; ..o..'..'.::'. :'.:.'.: �.;;;::.::' "" - �, �/,.,....,,,.,® � - 5' 1 TRAFFIC CONTROL DEVICES. z O ti -- ..:.........:. /-.yam,-, � O• \' C O M M U N I T Y O y •:. o.....':..... O * s ,; O i= O I 2 4 STOP BAR y O /, y r, i CDr' <£a O55 <n „Y�.ir /� 609-047-3221 TTY 800-852-7899 W O Lm7 coniferk'un.com J f .r 8 O 0 a PROPOSED O 2' MI Y%j�, %'41 L .�yW .' l �,� 4 H 006 — issued date description r 8 desc on 0 sa GRAD 0 p o O .- .ca � e / .O ' O 3 i` / O r I l: i n�. In, y / . -'I` /?t 2 4 r I k" //////'iii, rri�,ilii. 7 / /. - C E r f: V-• { VIL •GE•� i - ,. LA O „r/r,o,,,,. G -T(- - i� ROADWAY »1 B s' BLD G.3 ,:. r,' )" .", - I 5 UARE ..a r.-.,, O a r.,, ,"y„ r 3 /r'. t 1 rr B. N E R. s — 24 'r-. (TYPE 1' 4 "x 1 DE PANEL v ( ) 'Cs7 �,. O 1 d 07,,� // 4.:ice"'' '`D'`'ya''`.�:':'`> BLDa (NPE A ,,fit= •ij >�'. u O ++ i i g ' U 7 „i.'i' 1- B LDG.6 f ;r*ww . v SITE SIGN ELEVATION t' S (TYPE D) I T VAT I N STOP SIGN PLACEMENT LA EMENT DETAIL C /;' S` J ,y///-r /i� ,/rr 2 4 STO P BAR r/ • �'�'' N T O L3 K°% 4 N.T.S. s -�--• ', W r^„ 4- ;, i y a2 %. Ay U0 .. / 4; a1• ii;? I ©© 's2 N ,a tr �. I < - NOTES: I'll W U i/i T �l ?: .. /:;'f = `'' p 4' r Li \ „r sR . ... SIGN AREA INCLUDING RIDER r o ' �. 1. SG E "arp' y o� s O' '.'r ^�''-," ice'/r' ADA RAMP G ice.. „-, PANEL 24.0 S FT. rr Q• E7 i r /' J, r, /, r,� C7T A r ,% /., • SEE DETAIL S2 r'<••' N \ ©' i''`.;: L l, H- X. o t 3 9 x �gy ti J: %i T HET T2 �; . r ONS E € „ <,r rC , x ' ""D P.A KIN, 0 y -,: F I title •r : • /r;, i' ,<`, ,r!' COMMUNITY \ I y": y si" y Yt /% 2 ENT R C E 8 94' Q i 2. f ,. '. A S �s i.. s,i', a i EA IN y.'•I r L S G i%a' %'i, �/�" „/ w.. t r f c �'-'•- R o A M a OFFICE ,�'-`J""*"' r: Z !` -�.�:3 J1 r. /' a . .: � TRAFFICy,rr. _' rH r-, /.....::... V� .�L.. 'bi"5 .t^.m. t { ry Y',/ s' r a0. +r- H ' moi%" 3l >�y u . .I . -. /'� t � 0 � . s _...,,,.tt�. g D k '' , 0)..... I" Y-• '��M,P• is BL G 7 W ;,-%%'/ . � TYPE D �,. t ( ) L PLAN :a 11,I9 SIGNAGE v .. ° "'' f:.• Q �%:.. 11/, 1, - /\/�/� p. f 3 O 0 O %� .1�/••• *\ ',moi., //,/i// /� +� E E� :I,' F n N {�..T i I ...'.1 :--`*� c :.,. BLDG.S 24's .,.r„ ;r �� {TYPE A " ",* , I } ,,,,''/1'' ' moi/,^i v,,:. /r7,• ;,i//",.moi �. /' kyr;,,,., s. ,0 �. .:::.::::::::. �, .� :•:. . ° CROSSWALK MARKINGS t: v BRC Q_ �� I: , 11 ";:,77- drawn by: ZD h. O r,.,,.r ji :.: —.�.,, (TYP.) I! to , .�^� ; �` mr5 II fI rdi Ir 1r i T '� :c/: y L-: ill L� 11 `y �I 1, checked b CFD /t t.' .`. � 9 II '111, Q .. ,,��„a ' L.%' scale: AS NOTED o I DEC 2018 E a I , mJ number r 'NO PARKING' L.t: - project 17106.000 �; a HATCH MARKINGS 1____ . -1..V'�,3..,R_�r 0 3 I ,r+..,.,_,{ R 0 C *, ,\ L. .,. (D I I f'.. '•.: :°:\ c) 0 �00 200 sheet number DO v THE EDUCATION LAW OF THE STATE OF NEW YORK O O :"'• Feet PROHIBITS ANY PERSON FROM ALTERING ANYTHING MPANYING N R THE O SPECIFICATIONS, UNLESS NGS DOITSNDERACCOTHE DIRECTION NEER, WHERE 0 � SCALE: 1\t =50' SUCH ALTERATONSOF A LICENSED O RESMA EL THE PROFESSIONAL TI O . ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE U THE FULL EXTENT OF THE ALTERATION ON THE p / (NYS DRAWIED.ALAW SECTIONND/OR IN H7209E 271CATION CL 12" i SIGNAGE FOR ACCESSIBLE PARKING r GREEN BORDER (3/8") AND LETTERING (2" HEIGHT) RESERVE LANDING PROPOSED REVEAL ASPH. PAVEMENT PROPOSED 2"0 SCH. 40 POST WHITE BACKGROUND AND DROP CURB t I-—8.0=�-{ 1.5' WITH 6"0 SONOTUBE, ENCASED 77 3/a" MARGIN CONC CURB WITH HYDRAULIC CEMENT (TYP.) PROPOSED LAWN AREA CONC. BLUE INTERNATIONAL WHEEL •D' (TYP.) ° SYMBOL OF ACCESSIBILITY STOP OY`P.)- � 7\7/7"-, �`' - "�l 1. SIGN HEIGHT SHALL BE SET BLUE - TO MAKE IT CLEARLY VISIBLE PAVEMENT ' TO ALL PEOPLE WITHIN THE MARKINGS 12" (TYP.) g.- 21 -0 s. L. %'% m DRIVER'S SEAT OF ANY }, VEHICLE --4" (TYP.) ; 4 B � I 325 Wireless Boulevard, Hauppauge, New York ,. 11788 i 12" 3/8" GREEN BORDER Phone 631 3001010 1 1/2" GREEN LETTERING owner/developer: : 6" =ACCESSIBLWHITE BACKGROUND AND 3/8" MARGIN CONIFER REALY LLC �i F 83 E.Main Street,Suite 600, i `+ Y>r r Rochester, New York 14604 y' 5} 0„ )) 5, 0„ SIGNAGE FOR ACCESSIBLE PARKING 1 Q(� � � � Site/Civil Consultant y N.T.S. TYPICAL ACCESSIBLE PARKING DETAIL DROP _ CURB N.T.S. 2'x3' TACTILE DETECTABLE GENERAL NOTE: – WARNING SURFACE FOR THE THE DIMENSIONS AND SLOPES PRESENTED IN THE DEIAJLS ARE THE MINIMUM a VISUALLY IMPAIRED (SAFE-STEP NECESSARY TO COMPLY WITH THE ADA AND DOT STANDARDS. ANY DEVIATION 0` REVEAL OR APPROVED EQUAL TILES) THS THEMINIMUMMush BE DOCOTH UMENTED wm�THE STANHAN THE DARDS BEAXIMUM ING MET TO -- •»=.`..,;,-;.'�; THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT L4- 6" .V %i. B : 2 1: 2 L K McLEAN ASSOCIATES, P.C. 4 ,.�•' LANDING LANDING LANDING LONG ISLAND, NY oo,000,000 e _ 0 0 0 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I" DETECTABLE WARNING SURFACE Tel: 631.286.8668 PROPOSED 2"0 SCH. 40 RAIL (TYP.) FLUSH, SMOOTH AS PER NYSDOT STANDARDS PROPOSED LAWN AREA 0 10 20 NOTES TRANSITION MID-BLOCK CROSSING CURB RAMP PROPOSED ADA HANDICAP 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF ACCESSIBLE CROSS WALK -, :. SIDEWALK RAMPS. g" TYPICAL DIMENSIONING ` ' (TYP.) 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO N.T.S. PLAN VIEW PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP VINEYARD VIEW SCALE: =S ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE N.T.S. CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN NORTH ROAD ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER TOWN OF SOUTHOLD, N.Y. 11939 PRIOR TO INSTALLATION. SIDEWALK CURB RAMP DETAIL (CONCRETE) 5'-0" 21'-0" N.T.S. CONC. RAMP CONIC. ADA RAMP 1 CONIC. PAVT. ; : -'�' •-� `-f' v% ., LANDING 3,-9„ O.C. 7,-0„ O.C. 7'-0" O.C. 7,-0" O.C. ;,..u,/:.,.,.�% F/I %alt;1110luk 2"0 SCH. 40 RAIL (TYP) -- COni ; PROPOSED GRADE 12" REAL ESTATE DEYELOPMENT,CONSTRUCTION a MANAOEMENT (SEE GRADING PLAN) '--'--'---- _ 4" (TYP.) MEET PROPOSED 36" CONCRETE PAVEMENT 1 ON_,�(MAX) a a � •fr gip\` ,,,� ,;;.��:bF Q, EXPANSION v JOINT 8" POST EMBEDMENT (TYP.) HAUNCH 6" CONCRETE EXPANSION " IN 6"0 SONOTUBE, ENCASED (BEYOND) (TYP.) JOINT C� WITH HYDRAULIC CEMENT J SECTION A-A '- N.T.S. . 0 issued date description U ' O L-I 6,-4„ LL 2"0 SCH. 40 RAIL �I (TYP) I1 5'-0" 0 I —� Jf o PROP. LAWN AREA PROP. LAWN AREA O co 2"0 SCH. 40 POST O (TYP) r 3 f issued date description 36" 8" POST EMBEDMENT (TYP.) cn 3" { 4 } IN 6"0 SONOTUBE, ENCASED 12" WITH HYDRAULIC CEMENT 2%� 0 i b � a 6" 6" 0 FINISHED PROPOSED LAWN 3 t FACE AREA c 6" CONCRETE 0 (TYP.) U Tn SECTION B-B HAUNCH DETAIL N.T.S. N.T.S. N NOTES: (D % 1. CONCRETE 4000 PSI AT 28 DAYS. title a� 4. ADA RAMP DETAILS TRAFFIC & a N.T.S. SIGNAGE PLAN 0 0 0- drawn by: BRC checked by: CFD a. I I scale: AS NOTED 0 li r 9 �;@ E CL I!: D -C 2 2018 o- project number: 17106.000 LH a 0 sheet number C9 DO THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING MPANYING O O SPECIFICATIONIN THE IS, UNLESS NGS O ITS UNDER THE R THE HE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE T2 r' 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 0 T THE LEXTENT FEALTERATION DRAWNGAND/OR INTHES ECICAN ON HE (NYS ED. LAW SECTION 7209-2) IL LEGEND: PROPERTY LINE LPROJECT OC PROPOSED CONCRETE CURB is 1 P 100 ^' - PROPOSED SANITARY FORCE °B 101 0 ! 20-BLACK f'r Grp n�rrt PROPOSED TREE LINE �,Y, ,,r. W LOCUST , MAIN (SEE SANITARY SHEETS) 23°34'20 � PROPOSED SIGN 42738, snitr } PROPOSED DRAINAGE LEACHING POOL W Island 1 PROPOSED UNDERGROUND q I W aA PROPOSED CATCH BASIN TELEPHONE (VERIZON) E PROPOSED DRAINAGE PIPET ' J \ 146 / ! s 'WALE ero ORMWATERR TENT 'z' r -0 PROPOSED LIGHT POLE ( 1 AREA gyy4 ` "j: 325 Wireless Boulevard, Hauppauge, New York W _% -�—•— PROPOSED DOMESTIC WATER LINE 11788 E ! \ Mj� —�---�— PROPOSED FIRE SERVICE LINE Phone 631 300 1010 z I —T—T— a ;NWo LO C AT I 0 N MAP PROPOSED TELEPHONE LINE owner/developer: CONIFER REALY LLC q :z 3 a¢ _ ' ' - '1 \ �\� �� N.T.S. PROPOSED GAS LINE 83 E. Main Street,Suite 600, o �' oAPROPOSED PAI N/ _ ---E-E- PROPOSED U.G. ELECTRIC Rochester, New York 14604 RMWATER I BLDG.1(TYPE C) i, %� -- - RETENTION PROPOSED SANITARY LINE ELECTRICAL FIN.FLR.EL.=2325' `�°�� 1 ` PROPOSED ELECTRICAL LI1 AR�Sw3 1--1 TRANSFORMER BY TRANSFORMER 5Y PSEG --- PROPOSED SEWER FORCE MAIN Site/Civil Consultant cq z PSEG (TYP.) DUMPSTER PAD I PROPOSED TRANSFORMER PROPOSED UNDERGROUND 1 �. �' ~-" I / ` (TYP.) r ELECTRIC PRIMARY (PSEG) 1 �'' n��. �'�'�`" PROPOSED HYDRANT ` PROPOSED SANITARY \% PROPOSED FORCE MAIN OCT. 17, 2017 FRESHWATER • / (SEE SANITARY SHEETS) _ � WETLANDS BY GARY GENTILE, LKMA, ACCEPTED BY SOUTHOLD L K.McLEAN ASSOCIATES, P.C. j 1 �,L_ —x--, —.=P I _-- '� �% _ TRUSTEES PERMIT#9174A, LONG ISLAND, NY PROPOSED SANITARY 3/23/2018 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SANITARY SEWER LATERAL 2005 FRESHWATER WETLANDS BY Tel: 631.286.8668 ` \ PROPOSED S SEE SANITARY SHEETS C.W. BOWMAN, HOUSE CONNECTION ( )11� _�� LAND USE ESI„ i AFFIRMED BY NYSDEC LETTER (TYP.) CONNECTION POINT OF SANITARY LD \ r 6/20/2018 FORCE MAIN L°c�ST • II I �', N.FLR. L. 23.) t•J . (SEE SANITARY p EX. WATER METER a_ 1 • �` I FIN.FLR.EL.=23.25' I SHEETS) /� (SEE SANITARY PLANS) IQ ; • ��. •,��; .`�' \ '_ EX. WATER VALVE VINEYARD VIEW EX. U.G. WATER NORTH ROAD CONNECTION POINT OF �� 1� I J • -� _-_- - - / �'� '\ f - —� o —T—T— Ex. U.G. TELEPHONE TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED 4 GAS MAIN i - - EXTENSION BY NATIONAL GRID �_ � � � �I V. I � I • o, �• Y� �,s �.�y� ' � � ' ,� _ -�" TF�vn NgRR � — EX. U.G. ELECTRIC , � I j° .- '._) � I \ --•--- EX. U.G. GAS E C) • I I •,y PROPOSED 4 GAS MAIN BY a, ® I L\\ I — — — s ` n EX. ELECTRIC MANHOLE �• y, NATIONAL GRID Jo' �, I 1 I I t 1 �/ \ 1 \ ! I \ So RE EX. TRAFFIC SIGN "� � r � ' I ��) + � -` `♦ EXISTING UTILITY LIGHT POLE PROPOSED HYDRANT (TYP.) `� ! •�: "1 )'. ).. I (-•; �i "� \ "'O; o EXISTING UTILITY POLE \ •I • \, r. I '1 \ / %,;.,i ,✓/ i/> //G✓i cls ii uiryrs, •`-' ® ` ` ° 1 \ O-I EXISTING LIGHT POLE PROPOSED PRIVATE WELL • . • • . (D i BLDG.3(TYPE B) BLDG.4(TYPE A) /�� 'r } ' �-� ` FIN.FLR. ' FIN.FLR. ti e 1 = / ®,- ( ) t `J © EXISTING ELECTRIC METER N ' ,�� • � w � �% I EL BLDG.6(TYPE D) PROPOSED 10 ON I ' .t �� �,_'1 Ems'- 23_25' 1 \ \ 23_25' \ J FIN.FLR, EXISTING FIRE HYDRANT In , _ i RAIN \ e' E L. GA • /' — ♦ Rv • az r"" /i E FIRE WATER MAIN Q � I � ""�_J �. J 23_-25' sroRMWq R p4 EXISTING WATER VALVE a i • I r �._� ETENTIONq ff J . P 102 i I �-' i SW1R a ` EXISTING CATCH BASIN • PROPOSED 8 ON-SITE p-� _ 1 7, 1 _ — DOMESTIC WATER MAIN341 sl� 1 I ! 1 0coni e r PROPOSED 12x20 FIRE MAPLE . _� a / mw5 1 / REAL ESTATE DEVELOPMENT,CONSTRUCTION a MANAGEMENT r/ PUMP HOUSE , ae,SIL V£ • .� : l MAPLE •• • r ; �' I — I I� PROPOSED 12" FIRE WATER MAIN \ PROPOSED TOE OF I I 8'MIN. —^ —^ —• —^ ^Ca—^ • — / seal SLOPE FOR RPZ BERM a 20 MAX. _—_—,—.—.— E-_—_—_—_ _—_ O — — '- I I ' QF tN PROPOSED WATER METER ! / FIN FLR.EL. 29.0' — — — — — — — 1 MAPLE —�—Y-�—= `♦ � ��,�i J+l}>•, INSIDE OF DT-201 VAULT r36'sIL 1�ERt\ I \ — —�—' BLDG.7(TYPE D) /` L0 • _� '� FIN.FLR. I / `` _pfy- J % \� r �� RAIN GgRDEN/ BIO-SWALE/STORMWATER RETENTION AREA SW6 RAIN GARDEN/ PROPOSED 12" TAP __ 0 STORMWAT RE TORMWATER 'cm[IONARE SWTENTI 7 AREA I ♦ ''t� rJ < PROPOSED DUAL 8" RPZ 1 5'MIN. I J BERMED VAULT AS DETAILED _ \ \ BLDG,5(TYPE A) I� �,� ^v W �' // I FIN.FLR.EL.=25.15' 1 ) `` \ \ \ issued date description a o; etiSeS� PROPOSED ROOM FOR J� �'� \\I \ ♦♦ 1 7-17-18 WATER MAIN EASEMENT LINE a _ r �� BOOSTER PUMP _ _ —„ _ ., A PROPOSED SANITARY SEWER \ 2 7-19-18 2005 WETLANDS DELINEATION o i �' v / ' PUMP STATION 3 9-10-18 PROGRESS PRINT �I PROPOSED IRRIGATION HEAD (TMP.) RAIN GgRDEN/ t �j (SEE SANITARY SHEETS) IRRIGATION TO BE FED FROM STORMIMATER — — 4 9-28-18 SUBMITTED TO SCWA \ RETENTIONgREq .� �\ ♦♦ ol WELL � SW8 . . .� z �\ 5 10-10-18 ADDRESSED COMMENS FROM SCWA 0 PROPOSED 6" FIRE SERVICE �' » _,,,- ) - - \ PROPOSED 1 RPZ INSIDE _6 12-7-18 ADDRESSED 10-2-2018 . (TMP') 4 I' S SRASFRAS PROPOSED 10 -��� �_ - _ ��t \\ HEATED ENCLOSURE AS J. TOWN COMMENTS 0 W ti 4�°P 3�S6FRAS / DOMESTIC WATER II,- Ir / RAIN GARDEN/ DETAILED. -/ PROPOSED 4 DOMESTIC WATER w W �i CCB 60D SET MAIN \ STORM TER \ / - issued date description > RETENTION U) (TYP.) ARE^ \ O1 , O 4'SA 'SASSAFRAS i � W � t2f2s�1r1l S Q 15'SASSI'S \ I 10' SASSAFRAS PROPOSED HYDRANT / / 10' tr 12'S SSAFRAS \ \ +.+ I 12' / A UCF IO' AS 12'S SAFRAS L 8' AS 12' ASSAFRAS C: ti , SASSAFRAS0 10 \ I- 0 CB MA 4 SET SASFRAS I / � 1II / 4'$ASSASFRAS LL x` 4'SASSASFRAS C , r UTILITY NOTES: I WU) I . D . 1. ALL UTILTES , ) ' SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED /I/ \`� \ title DIRECTLY WITH THE APPROPRIATE UTIUTY COMPANY 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG UTILITY Z3 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR ' `♦ O _`' ' ' 6 j 4. SEE ELECTRICAL SITE PLANS FOR ALL WORK FROM UTILITY / \" TRANSFORMER TO BUILDINGS PLAN v 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE I \ °18 o LIGHTING 6. WATER MAIN — SCWA SHALL INSTALL ALL WATER MAINS, SERVICE TAPS, \ 564.5 METER VAULTS AND METERS ON SITE a 7. WATER SERVICES (FIRE AND DOMESTIC) SHALL BE DONE BY THE SITE PLUMBING CONTRACTOR Q drawn by: BRC 8. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE r�J �� I' - ;,,' - r, - T BUILDING TO THE CURB. LEAVE COPPER PIPE COILED ABOVE GRADE �`� ' vvv li i� I`; ��� Lr' (! C� I�� )� checked by: CFD co AT CURB. `' N � 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE ! 0 � ) 2 2018 I' I scale: AS NOTED are SUFFOLK COUNTY DEPARTMENT OF HEALTH ... 4- 0 10. WATER SERVICE SIZING: � ' - ,- •-,• project number: 17106.000 10.1. FIRE ALL 4", UNM'ETERED v C9 sheet 10.2. DOMESTIC — ALL 1-1/2" 0 number DO v THE EDUCATION LAW OF THE STATE OF NEW YORK 0 00 10.3. DOMESTIC FOR THE PUMP STATION IS 1" N ING O PROHIBITS ANY PERSON FROM ALTERING ANYTHING 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID S THE DRAWINGS AND/ORSI THE AER THEN IRE ks� SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 5O OSO 1 OO OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL U 1 0 12. CONTRACTOR IS RESPONSIBLE FOR GAS HEADERS AND 3 FT. X 4 FT. ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE SCALE I N FEEL THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION a CONCRETE SLA . p / (NYS ED. LAW SECTION 7209-2) d PROPOSED THRUST BLOCK SCHEDULE 51-69" TEST COCKS MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK (TYP. OF 4) DOOR HINGE SIDE PIPE SIZE TEES, CAPS, & 90' BENDS 45' BENDS 22.5! BENDS PLUGS -of 12 6' OR LESS 2 3 1 1/2 3/4 OPENING B. 3 1/2 5 2 3/4 1 1/2 B. 5 1/2 7 3/4 4 1/4 2 1/4 NOTESF- - - - - - - - 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK 8" MIN. WITH MIN. BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. TYP. 22.5' +k 'D 2. ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. BFNn a D. t>: I kv tug!19 M 48" TYP. PLUG TYP. go' TYP. 45' 30 MIN. BEND OPE 4ING OR CAP BEND TYP. TEE JII W 4 .D 44- TYP. CONC. 8" MIN. _TL-- - - -- - _J THRUST BLOCK C.L.D.I. CLASS 250 325 Wireless Boulevard, Hauppauge, New York PROPOSED OS&Y VALVES (TYP. 8" x 8" x 24" L MECH. JOINT FITTING 11788 J DOOR HINGE SIDE CCA TREATED LUMBER WITH RETAINER GLAND Phone 631 300 1010 FOR BOTH RPZ DEVICES) PROPOSED FEBCO PVC CASKET LF860 8"0 RPZ'S OR 12" WIDE ACCESS LADDER BILCO TYPE JD 48"x96" STEEL WATER MAIN owner/developer: PROPOSED APPROVED EQUAL - CAST CONIFER REALY LLC D• DL TEST COCKS DOUBLE LEAF DOOR TYPICAL THRUST BLOCK- 83 E. Main Street,Suite 600, (TYP. OF 4) IN SLAB (GASKET REQUIRED) TEST COCKS (TYP. OF 4) DETAIL Rochester, New York 14604 12" VALVE TYPICAL 12" C.L.D.I. BYPASS SECTIONAL PLAN VIEW ACCESS DETAIL TOP VIEW 30" MIN. N.T.S. Site/Civil Consultant FRONT SIDE OF THE CLEAR WHEN ENCLOSURE OPEN ACCESS PANEL NEL BILCO TYPE SD 48"x96" STEEL DOUBLE LEAF DOOR - CAST IN C'4 SLAB (GASKET REQUIRED) 3" 0 MIN. DRAIN POR UJ WITH SCREEN FEBCO LF860 (TYP. EACH END) 8"0 RPZ'S OR 12" WIDE _J L K McLEAN ASSOCIATES, P.C. PROPOSED OS&Y VALVES (TYP. APPROVED EQUAL ACCESS LADDER LLJ N 8 LONG ISLAND, NY DIREC110 TOP OF VAULT U OF FLOW 437 SOUTH COUNTRY RD., FOR BOTH RPZ DEVICES) 39.50' z: BROOKHAVEN, NEW YORK 11719 � Tel: 631.286.8668 EARTH BERM REMOVABLE ACCESS PANEL C)r 0 1 .5 TWO 12" PVC PIPE HOT BOX ENCLOSURE FEBCO MODEL LF825Y 1 RPZ (0 DRAINS WITH SCREEN LENGTH 26" DEVICE OR APPROVED EQUAL FURNISH & INSTALL METER 5-6" MIN. 5-0" MIN. COVER CONCRETE PAD LENGTH 38° VINEYARD VIEW VAULT AS PER S.C.W.A. DT-201 VAULT OF SLOPE 8"MIN. HEATED HOT BOX ENCLOSURE MODEL PLAN VIEW ENCLOSURE LENGTH 26" NORTH ROAD TO METER TO TOE FINISHED GRADE TOWN OF SOUTHOLD, N.Y. 11939 "MIN. 32.00' HB1T (PART NUMBER HF013027035) OR APPROVED EQUAL a FEBCO MODEL LF825Y - 1 RPZ DIRECTION OF FLOW L SUPPORT A 3/4" THRUST ROD TYPICAL DEVICE OR APPROVED EQUAL 12 C.L.D.I. TEE DEVICE TEST COCK #1- 8 C.L.D.1. 12" CLD I PIPE rr-L TO FACILITY 0 N,-2: ZE _J D' C) �E a 3" 0 MIN. DRAIN PORT C) z D0 K) WITH SCREEN 1121F 12"x8" TEE GALVANIZED ANCHOR BOLT (TYP. EACH END) FASTEN AS PER WATER TAP BY S.C.W.A. 12" LINE C.L.D.I. 8" 90* ELBOW (TYP.) EXIST. GRADE MANUFACTURER'S SPECS. (TYP.) 6 GRADE ■ ALL FEES TO BE PAID BY VALVE - 8" 90* ELBOW • NOTE: ALL VALVES, BENDS REAL ESTATE DEVELOPMENT.COWROCTION MANAGEMENT CONTRACTOR TYPICAL o n f e r( METER BY S.C.W.A. ALL FEES 12"x8" TEE PROP ON-SITE TO BE PAID BY CONTRACTOR ELEVATION 12" 0 WATER MAIN AND FITTINGS TO BE PER THE LATEST AWWA AND SCWA STANDARDS. POURED CONCRETE CONTINUE 1" 0 PLASTIC WATER LO FOOTING 3,500 PSI (f ) Ml� LINE TO PUMP STATION. seal REDUCED PRESSURE ZONE DEVICE IN BERM AREA AA AA N.T.S. VV V Ru V FROM ON-SITE SUPPLY------*- G. V/19 4- GENERAL NOTES INSTALLATION OF SERVICES DIRECTION OF FLOW I==> 1" WATER SERVICE PLUMBING CONTRACTOR] END TYPE "K" COPPER PIPE 1. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING 1. WATER MAIN PIPE TO BE CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE. SHALL INSTALL THE AND CONTINUE SITE WATER 01 TO THE PROPERTY LINE. WATER LINE FROM SCWA PIPING WITH C900-CLASS 150 NOTE: TO SITE. PLASTIC PIPE - TONE WIRE 2. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE 2. PROVIDE WET TAP OF EACH REQUIRED SERVICE AS LOCATED ON PLANS. C. � .q;, 0 AND WARNING TAPE SHALL BE I WORK. WATERLINE SPECIFICATIONS DIAPHRAGM ON FEBCO MODELS MUST CONTINUOUS ALONG ENTIRE I , ELEVATION VIEW BE INSTALLED ON THE 30" CLEARANCE LENGTH OF MAIN r!T 3. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1. FOR PIPE OVER 2" - CEMENT MORTAR LINED DUCTILE IRON (CLDI) WATERLINE SPECIFICATIONS SIDE OF THE ENCLOSURE. o 11 issued date description INSTRUCTIONS AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF PRESSURE PIPE 1. TYPE "K" SOFT COPPER TUBING, MINIMUM SIZE 1" INSIDE DIAMETER. 11 N HEALTH SERVICES. TYPICAL SEWER PUMP STATION 1 RPZ DETAILS 1 10-10-18 ADDRESSED COMMENS FROM SCWA 0- TRENCH NOTES: 2. PLASTIC PIPE SPECIFICATIONS: ry 1 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL 2.1. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE N.T.S. 2 11-16-18 ADDRESSED COMMENS FROM SCWA LJ_ 0 BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6" LAYERS. STONES SHALL BE 1 . UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON OF 200 P.S.I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE EXISTING SCWA WATER MAIN 3 12-7-18 ADDRESSED 10-2-2018 TOWN 0 REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATION. THE WORKING PRESSURE) COMMENTS THE PIPE. 2.2. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING UTILIZED IS NOT ACCEPTABLE. (BRASS COUPLINGS ARE 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. REQUIRED.) o 0 PROPOSED CO 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT TAP 0 RODS TO PREVENT MOVEMENT. 6" LIFTS. issued date description 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH VALVE BOX PROPOSED LOCATION 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN OF FRANGIBLE C" ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. EACH UTILITY INSTALLATION. HYDRANT ASSEMBLY PROPOSED TYPICAL SCWA CURB / CORPORATION VALVE 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BEA OR THE LATEST REVISION. MINIMUM OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND WELL GRADED WASHED PLACE CONCRETE 41 AGAINST UNDISTURBED 0 UTILITY (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) GRAVEL (1/3 C.Y.) EARTH t>J 0 11 . BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. ROOFING OR TAR -C 0 WATER VALVE PAPER 0 SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 PROPOSED WATER SERVICE 1-11 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 0 00 12. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A* 10 FOOT CLEARANCE FROM WATER C3 SERVICE. 13. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE ETC.) SHALL BE BURIED IN THE WATER 6" DIA WATER MAIN SOLID CONCRETE GSC 1 2 2018, �l.- title U) _T SERVICE TRENCH. BLOCKS OR BROKEN / .�'��.// ,.'��,�`� `�� '' LL_ '01-011 101-011) 12" DIA WATER CONCRETE BLOCKS MOCATION) ROX. Z) I0 rh RETAINER GLANDS TYPICAL CURB CORPORATION VALVE DETAIL WATER DETAILS > - - - - - - -- -- -- NOTE: PIPE SHAH BE A FULL N.T.S. LENGTH PIPE CENTERED UNDER THE PROPOSED UTILITY MATERIALS & JOINTS EQUIVALENT TO FIRE HYDRANT DETAIL CROSSING UTILITY 180' MIN. 2" MAX. (TYPICAL) WATER MAIN STANDARDS OF N.T.S. METALLIC MARKING TAPE 10' MIN. 2'+/- 4-1 CONSTRUCTION AND PRESSURE TESTED WATER MAIN OR SANITARY CONCRETE THRUST BLCOK > N TO ASSURE WATER TIGHTNESS PRIOR WATER SERVICE SEWER MAIN TO UNDISTURBED SOIL TO BACKFILLING OR BUILDING SURFACE A CONNECTION WATER MAIN 60' ��'l/ � \/\ / '% / /���\ / ��y 54q� O18" MIN. TYPICAL CURB STOP (VALVE) EXCAVATE & BACKFILL CL 1 . drawn by: SHOULD BE BROUGHT TO GRADE WITH SUITABLE �� \ \\ >x 18 (MIN.) 4'-6' MIN. /\y/EXCAVATED MATERIAL ON SITE WATER SERVICEA.O.B.E. COMPACT checked by: CFD (MIN. BURIAL DEPTH 54") OF- - - - - -- - -- -- - - BACKFILL IN 6" LIFTS PROPOSED ELECTRIC scale: AS NOTED 0- 1 . _101 - 1 101 E a- _011 _011 PROPOSED TELEPHONE PROPOSED WATER LINE PROPOSED project number: 17106.000 4- 0 W/ TONE WIRE COMMUNICATIONS 6 a- UNDISTURBED PROPOSED WATER MAIN (COAXIAL CABLE) o C- EARTH WATER MAIN CROSSING NOTE: WATER LINE C- SLEEVE TYPICAL HORIZONTAL SEPARATION BETWEEN SEWER (SANITARY TAPPING SL PROPOSED SANITARY PIPE I 1'-REMOVE UNSUITABLE 10 MIN. sheet number OR STORM) AND WATER LINES MUST BE 10' Do MINIMUM MATERIAL IF �NCOUNTERED TEMPORARY SHEETING THE EDUCATION LAW OF THE STATE OF NEW YORK - 0 As PER O.S.H.A. TYPICAL UTILITY TRENCH PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 0 TYPICAL UTILITY CROSSING VERTICAL OBSTRUCTION REQUIREMENTS IN THE DRAWINGS AND/OR THE ACCOMPANYING N 0 TYPICAL WATER NTS SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE -ZD' 8�- MIN. A 0 W./ REQUIRED VERTICAL OFFSET WATER SEWER (SANITARY OR STORM ) SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL U2 0 ELEVATION SERVICE - LARGER THAN 2 WATER LINE EXCAVATION DETAILS ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE r- CROSSING DETAIL THE FULL EXTENT OF THE ALTERATION ON THE . . . N.T.S. NOTE: THRUST BLOCKS SHOWN, THRUST RESTRAINT MAY BE PROVIDED BY ANY SINGLE METHOD IN NTSNTDRAWING AND/OR IN THE SPECIFICATION ACCORDANCE WITH WATER MAIN THRUST RESTRAINT DETAILS N.T.S. (NYS ED. LAW SECTION 7209-2)