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Home My WebLink AboutApproved Plans SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET REVISION DATE C1 TITLE PAGE 2/12/19 E1 EXISTING CONDITIONS & REMOVALS 2/8/19 E2 SOIL BORING LOG 12/19/18 E3 EROSION & SEDIMENT CONTROL PLAN 2/12/19 � OAD CTM 1 CONSTRUCTION TRAFFIC MANAGEMENT PLAN 2/8/19 COUNTY 8 SD1 SITE DEVELOPMENT PLAN 2/12/19 SD2 OPEN SPACE PLAN 2/12/19 1300 Wait Whitman Road,Melville,New York S1 SITE PLAN 2/12/19 11747 Phone 6;31 ,`300 1010 S1---A (NORTH) SITE PLAN 2/12/19 S1_8 EAST SITE PLAN 2/12/19 owner/developer R REALper; ) CC)NIFER REALY LLC REENPORT , NY 1 19 44 S1-C (WEST) SITE PLAN 2/8/19 83 E.Main Street,Suite 600, Rochester.,New York 14604 S1-D (SOUTH) SITE PLAN 2/12/19 p � S2 : SITE DETAILS - 1 2/12,/'19 Si#elCivil Consultant �) UFFOLr\ U U ��J� T \T/ S3 SITE DETAILS - 2 2/12/19 D1 GRADING & DRAINAGE PLAN 2/12/19 D1-A (NORTH) DRAINAGE PLAN 2/8/19 titD1-B (EAST) DRAINAGE PLAN 2/12/19 log x � : # r r D1-C (WEST) DRAINAGE PLAN 2/8/19 L K McLEAN ASSOCIATES, P.C. 11 1 D1 -D (SOUTH) DRAINAGE PLAN 2/8/19 LONG GsourAN ISLAND, RD., yli„ r 'lll�ll D1-E ROAD PLAN & PROFILES (SITE ENTRY) 2/8/19 eRooK+iAv'EN. NEW YORK 11719 Tel: 631.286.8668 f; w. y D1-F ?,� STORMWATER TREATMENT SYSTEM 2/8/'19 �rq�-� g IipP�'Illlll �l 1' D2 DRAINAGE DETAILS 2/12/19 LS LANDSCAPE PLAN 2/12/19 VINEYARD VIEW LS1-A (NORTH) LANDSCAPE PLAN 2/12/19 *� N{� �� :; NORTH ROAD * s� LS3-B (EAST) LANDSCAPE PLAN 2/12/19 ,. Lr -; LS1-C (WEST) LANDSCAPE PLAN 2/12/19 TOWN OF SOUTHOLD, N.Y. 11939 LS1-D (SOUTH) LANDSCAPE PLAN 2/12/19 LS2 ,.� . IRRIGATION PLAN 2/8/19 " LS2-A NORTH IRRIGATION PLAN 2/8/19 LS2-B (EAST) IRRIGATION PLAN 2/8/19 , k•et �I 2/8/19 LS2—C (WEST) IRRIGATION PLAN 2 8 19 1111�,tl^1,,11441I1rIurI1611,rin,lli:J„k:1iq,1ui1�r,,1i,�11°11I ' all 1114,1'1,11 r LS2-D SOUTH IRRIGATION PLAN 2/8/19 " 1 LS2-E IRRIGATION DETAILS 2/8/19 LT1 LIGHTING PLAN & DETAILS 2/18/19 TS1 TRAFFIC & SIGNAGE 1 2/8/19 conifer , TS2 TR12/7/18 MP'+.f 48fAIF AhkW/i gRMR NF, 2;QN47NYCSIGN 1 MAN4Gf M6NT wF� w I F A FIC & SIGNAGE 2 12/7 18 r (I 1 N d � �I� I/►* .,rr y 'F r:6,� �� ,.w�7 ;vr'�, �d :,mSS,'�"�, {; .::.,,, :.,. 7 w�,.14'4�`'+�W µy ik �- �� ' ° ,, ��,, r �,, �,;, �:, r �,� - �• ,� U1 UTILITY 2/12/19 TT �m �` tr I 1 A , I' ar�.,,,r, a✓ rt" r vl V t r,. «H �,w h ,7`r 4 ,mf. ,*x .[�° icy �' ,,'� U2 WATER DETAILS 12/12/18 seal k /,,�� ,.„ r' s ' I ARCHITECTURAL /'"1WIN'V✓ r= r CIURAL DIS ' � ��,;:o.. I ,��4:,a'!9;oda.,bW 'i' l�! 1'i�� ., ,r< "u 1 ,�� +'::I-,,.� ra �A4 v:•M1r My 1�. �;1. .,.�- - cr.,., .., '^�', M r,. , y i ,�r1,•.„ �5^: 1 ,4,,;;, .9,.; � �^�+a,R 4 ¢!,�'r M1 'p� .r t w l a�..n. irst'�r, r ,: •r M1.,.r ^ril F'rf,'r r ry 1 ::,.,1' , ,:. �'„w +«, r.,:_ ,::; r v:,,,.,K,r ,,.,•.r M.,.F {� ,.. .1r ,,,M-:E:� huh �.,, ,i w,,',' r !'�, :: INCLUDED) ''a., � ,,, ,:.. ,,., � :,, r+1,� ,�1 ��,:. , a. ,� 1�• �, (NOT f. !� �:,. ,+� 1,q I”by r�ri. 'yp r8'Yr7✓.. "',�r`;n:z .,.��v;;,M� a *u$".:'.,w.�� '.:� '.a, "0J 'r, +' , A1,00 BUILDING A FIRST FLOOR P ,, {{ C) LAN � f '�' . a•' - tl .m.::.::n,.� r',}'.,.d.,. M°"C Orr Y'..^�' y J {"''%:�' 1{ e r;::.;, �,M1 m,..,y ty,,, p y I ^r r y. >. -, ,,. M1ar 9 y .A I"'+ -,nf r '�X i8, r., mA1.01 °, „,, u � ,,.�. ,. BUILDING A SECOND FLOOR PLAN , ^ M r+ A1.03 BUILDING B FIRST FLOOR PLAN , BUILDING 04, B SECOND FLOOR PLAN A1U �, ,�• ,��, �,d �y.,^,„ , .2.�� d�+ '� i,� � �, �� + �;'�1� B , rn ,� , ". A1 .06 BUILDING C FIRST FLOOR PLAN a " Issued date description 3 t M .I' , A1 .07 BUILDING C SECOND FLOOR PLAN 1 3-05-18. ' CORRECTED SHEET LST TA BLE ..,.. •..m. ,: r:.a , .,...k, ,.,. :�:,.: , I Ir. X .r. ,. r,,,. Y r .,. . :.. P, r.. ., A :..: .1 .,a,.,.. ,_ A1.09 BUILDING D FIRST FLOOR PLAN � �* P 2 3-26-18 ADDED OPEN SPA PLAN A1.10 BUILDING D SECOND FLOOR PLAN 3 7-19-18 2005 WETLAND @FEIN EATION Il A1.12 COMMUNITY BUILDING FLOOR PLAN LL- PLAN' S 4 12-7-18 AD@RESSED 1D-2-2Oi8 © CONSTRUCTION A4.00 BUILDING A FRONT & REAR ELEVATIONS 1 TOWN COMMENTS 5 12-10-18 ADDRESSED 10-2-2018 a A4.01 BUILDING A LEFT AND RIGHT SIDE ELEVATIONS TOWN COMMENTS p 6 12-18-18 ADDRESSED 12-17-2018 o A4.02 BUILDING B FRONT & REAR ELEVATIONS 7 1-23-19 TOWNADDRCOMSSED INT�-tots A4.03 BUILDING B LEFT AND RIGHT SIDE ELEVATIONS TOWN COMMENTS issued date description V NEYARD V EW A4.04 BUILDING C FRONT & REAR ELEVATIONS 8 2-8-19 ADDRESSED TOWN COMMENTS .3 A4.05 BUILDING C LEFT AND RIGHT SIDE ELEVATIONS & 2-12-19 ADDENDUM #1 L A4.06 BUILDING D FRONT & REAR ELEVATIONS A4.07 BUILDING D LEFT AND RIGHT SIDE ELEVATIONS U A4.08 COMMUNITY BUILDING FRONT & REAR ELEVATIONS c FEBRUARY 2 0 1 1� O A4.09 COMMUNITY BUILDING LEFT AND RIGHT SIDE ELEVATIONS C� as PROJECT L� LOCATION �U1 tsr,:enport ¢t C1 title ay U- ° TITLE -� PAGE sp,ra rrer � lahnM1, � . Nt�it7wats 0 41 N 41 3 ° THE UNDERSIGNED,PURSUANT To SOU iRoLD TOWN CODE SSC-nMdrawn by; 710.131(1),ACKNOWLEDGES THAT THE CONDITIONS OF TH1�SIT E PLAN checked by: CFD PR V S FORTH IN THE RESOLUTION OF APPROVAL DATED I� T -^- .. O / nOL ARE ACCEPTED(SEE CONDITIONS ON RESOLU77ON) P\E C� �V 1 E a PLEASE PRINT NAME r scale; AS NOTED n _ F �fs�`�� r� o� project number: 17106.07 FEB 2 S 2019 A ORIZED SIGN R£ TITLE lT3ATE o = „u, x.�si Southo Town APPROVED BY Planning Board- TOWN OF SOITHOt D PLAN1vIlVG BOARD sheet number E„If!— ,r'. O t THE EDUCATION LAW OF THE NATE OF NEIN YORK Q I��R 9 NROHEIDR AWINGS AND/OR OTHEAAC RCOMIPAN NGrNG N O CHAIRPERSONS SIGNATURE �DATE SPECIFICATIONS, fJM�ESS fTs UNDER THE DIRECTIONN LOCATION MAP C NOTE The s OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 �1Mfhc from approved of development plat he velli lee•paloi (l>rj SUCH ALTERATIONS SIGN SEAAL,,MADE, DESCRIBE N.T.S. a�e�al'as per ale Metio� I37A. AWING n XTENTR IOFTF�^ALTE�cn�o ON THE C I (NYS ED. LAW SECTION 7:209-2) CLEARING NOTES: SITE LEGEND: WILDLIFE HABITAT PROTECTION AREAS(Non-disturbance Buffer and Wetlands): 1. A 100'wide non-disturbance vegetated buffer shall be established from the 1. A vegetated non-disturbance buffer hereinafter the"non-disturbance buffer", wetland boundary line landward for the entire Iength.The area shall not be and the wetlands areas,as shown on the approved site plan,shall be protected cleared or graded and otherwise left in its natural state; PROPERTY LiNE for the purpose of preserving existing trees and natural vegetation,and 2. The non-disturbance buffer will be managed as wildlife habitat; providing wildlife habitat and a buffer to the adjacent wetlands and woodlands. 33.06 2968 3. Trees andlor shrubs that can be left in place shall be flagged and protected 1 1 EXISTING CONTOUR the areas are to be left in their natural state. - - - - . 31 S? N/F SAMIR ATTIA during clearing and grading; 2. Vegetation removal or disturbance PROPERTY LINE (TYp° 4. The land area to be cleared shall be staked and inspected by the 1 ) (SCTM#1000-40.0-03-02.0) > w EXISTING WOOD LINE a. The cutting,removal or disturbance of vegetation,including trees,shrubs, . I \o Planning Board or their designees prior to any land clearing; and groundcover,is prohibited in the non-disturbance and wetland areas, 5. Site clearing activities shall begin at CR 48 and proceed towards the open except to remove dead or invasive non-native plants or trees.an cutting, 7 „ N �� VACANT PROPERTY SOIL BORING TEST PIT LOCATION p P Y g' I 1L �� O� , space/natural areas; -�- removal or disturbance of vegetation must receive prior written consent of .� 23 34h20" ry O/ -_ _ �Q 6. The Town Planning Department and the Town Engineering Department shall B1 TP-1 (SEE SOIL BORING LOGS FOR the Southold Town Planning Board.this written consent may be granted only ti : _ �• �• �, / x 16.43 �� . CP 23 / `\v Q , be notified by phone or email two days prior to clearing taking place on site;An ADDITIONAL INFORMATION) to control or prevent the spread of disease or invasive plant or animal . rB 6oD sEr t1 OVVV inspection is required of the installed turtle barrier fencing aka erosion control 8� 4 P q 9( species.the non-disturbance buffer may be supplemented with native , .. 'p ,) . •. 31.9 33P3 ' i x,98, "I'D SET prevention/silt fencing)b Town Engineer's office and Planningstaff prior to ' '' V rw y g +s EXISTING WATER MAIN vegetation plantings according to a re-vegetation plan with prior written 4 o V clearing. consent of the Southold Town Planning Board. 2 " BLAC� LOCUS f `Q n a Gov s£r\ 5O Q' O ' @" x'4.22 Q bA dead diseased In dopinion of . eaor seasetree n the non-disturbance buffer that,in the o I EXISTING GAS MAIN ( ' - x ° - a certified arborist,represents an imminent threat to structures or people, ec¢mb2 i ' 4,61 �,/ ILT Fv(dE % ► ---- - ® !Zmay be removed without prior Planning Board approval,and the arborist ( E-ciEARINt; `C_ EXISTING SEWER LINE LIM hE,/'rLIMIT OF x a/6s ter__ x'2'7 O shall submit a report of any such removal to the Planning Board within one 1300 Walt Whitman Road,Melville,New York 19.84 W A�q TUBE /AMIT ,0 d%� 427 38, 1 o business day after such removal. Vegetation must be hand-pulled,hand-cut, 11747 ' ARRIEFt 3 SETBACK/ r NAIL FND, x11,61 , � y (OFFSE 0 LAW, i - 1 1@ x 117 S• �2 / // i / or cut with machinery selective enough to keep nearby native plants intact Phone 631 300 1010 °a ,�CB 1 �"` EXISTING SLOPES >20� to the greatest extent practicable. UNEA'fION,(� CW.' '� CB o 5.£r e.12 � / � �h x22''° f ?W-LAND use / 3. Excavation radio and removal of natural materials are prohibited.yytf /� 0 / /grading P owner/developer: er: ECt)LOGfC„�L SERE),CES x14. J/� 0 4, No structures are permitted in the non-disturbance and wetland areas. CONIFER REAtp LLC tri <2e.D3 _. 18 ,/ C.)f(7YPICrs.2 / \/? �'/ / PIN&GAP 3J5s 7 / xea46 /r'{"^ NS*C110 j+os x 4• x„/;' �'" /// , FND.� TOWN OF SOUT 0----� PROPOSED SILT FENCE-CLEARING LIMITS S. The use of motorized vehicles is prohibited in the non-disturbance and 83 E.Main Street,Suite 600, FENCE` ,o /°' � °`"` /k / ,�'' , '• VIL HOLD "(I.E. "LIMITS OF WORK AKA TURTLE BARRIER" wetland areas. Rochester,New York 14604 N , - ,� --, /� l / B' / ' SY xsra VILLAGE OF GREENPORT LIMITS 6. Dumping or accumulation of unsightly or offensive materials including,but 0 r" , xl'� " / �i / x PROPOSED CONSTRUCTION FENCE not limited to trash,garbage,sawdust,ashes or chemical waste is prohibited I i P 6 in the non-disturbance and wetland areas, Site/Civil Consultant x'04, ;" /� N.E b00 S£T 9Z26e - \ , 'Kl� "" ,,. ___..., WILDLIFE PROTECTION NOTES:3Y CaM / t�W ,/txr62 . ! / ,,..,..- 1. Wildlife sweeps conducted by a qualified wildlife biologist prior to clearing byIF/ x 1032 r� // ` PROPOSED NON-DISTURBANCE BUFFER heavy equipment will be required; NN 75 � WI BODED AR ,/ l /, x 1, ` " � ._�._......_.�___.. I /� 42 2. The Eastern Box Turtle: 9B To minimize the loss of Eastern Box Turtles,any clearing at the site scheduled 14- \ ; ,/ / , from April 15 through October 15 will be receded b wildlife surveys fatlowin the / rvc i LAND A 2005 FRESHWATER WET p y Y g x 2051 i protocol below: \\ LANDS 4 ' \ \ \ x15 Ile �/ ' xl 1 / 1.99 ii BY C.W. BOWMAN, LAND USE J .19 �j 0 JL �� 23,69 C ,/ / � V - x24.29 'i�6 ,' ,/\ / ,� ESI,, AFFIRMED BY NYSDEC a. Prior to the commencement of any vegetative clearing activity,temporary turtle �Q x33.@7 'Z \ \ / x2670 \ \PL 95 ' x, 46 fe.71 / xl 2 ` / ` ''` '` ESI,LETTER 6�MED B 8 barriers(silt fencing)shalt be installed around the limits of work and L K MCLEAN ASSOCIATES, P.C. x" x 1'•7z, / re-construction turtle surveys must be conducted during appropriate weather JJ67 6 r � ' \ �/ Q CB 36 x�7 // � Y 9LONG ISLAND, NY 3208 , c -�Tr- , \ \ ra 6oD ser \ rP-to /° •' conditions. 437 SOUTH COUNTRY RD., %00 0 C 7P `�� / \ ✓ Si N - / /� / �\ , REMOVALS PLAN NOTES' b. Installation of the temporary turtle barriers must minimize vegetation BROOKHAVEN, NEW YORK 11719 \ x2507 f x f1S " �RING'1 / Y / x7, 100 YEAR FL disturbance.No clearing may occur outside the Limits of Work as shown on the Tel: 631.286.8668 \ \ /{f.E. ITS F' / / /✓ x, 11 _ FLOOD LINE 1. Refer to Sheet E3-Erosion&Sediment Control-for approved site tan page E1"con X P6.66 I , (#B18-j930 1 ,K /,O ,'''° i pp p p g ditions and Removals". x 3466 2 7 BAR'RIP, UR /° / 1' 3 / 4 (OFF- SITE) complete construction activity&staging plan c. The bottom of the silt fencing must be buried in a 4-6 inch deep trench. The 32dJ 2.77 x2@.97 \ / I/ '`/ & 1 , 2. Construction activities shall only occur from 7.00a.m. trench must be backfilled and compacted.If it is not possible to dig a trench, \ ✓ I 1 �% ,./' x„A,• ,8 600 Sv ® / then the bottom of the barrier must be affixed to the surface. t 12" B CB 6� £r 651 %� 75 .99 to 6:00p.m. on weekdays and Saturdays; . I! ; x,346 / d. The silt fencing must be composed of at least 2 1/2 feet of vertical barrier t L�CK LOCUST x 19 i / , �Z�'a 3. No construction activities are permitted on Sundays, above r VINEYARD VIEW eB 6aD rground.Once installed,the barrier shall be taut between the stakes. 5.9 7 _15 ,+ y � P 14 / ` year-round, or the following holidays: Slumps or loose materials will undermine the effectiveness of the barrier.No x 1J \ /�+ / / x / '/ x,@r /� / OR az ,�V E hay bales or other backing material shall be used. NORTH ROAD V%!2 .65 1 I xpS68 \ /t" / ,/' / x New Year's Day (I"j / /, x.6.13 !'�` / 18 / s/ 142 \ / e. The limits of work must be encircled completely by the silt fence to exclude TOWN O F SO LITH O LD, N.Y. 11939 -33. � ! F� Memorial Day turtles from entering the area,but able to be opened for equipment to go in and x26.90 / / (#811-9) CON'STRIJ }pN , /' /` J'/ / x19.19 IN& A / J Z ! / / x1091 / / NCE/ ,/ "/ �/��-� x 6, ,/ 'BJ out during working hours(and closed again at the end of the work day). f°' `20 x 86 fir• Independence Day (July 4th) xl / '/ p ,,.4° f. The turtle barrier(silt fencing)should be installed immediately prior to the / J x19,44 / as ,r fi /' ,/r /,r! / x19.331 \� Labor Day required survey. .... . ! ( x 26.8012 /// xpe.60 xet.84 / ,J 1 / Thanksgiving g. gist leading the survey shall inspect the barrier and facilitate an ya' ' / // /' / X22 j, / ' \ \ x[113 g g The biolo 9 Y P Y ' ° B #3..3p repairs/alterations necessary to ensure the integrity of the barrier. B3 x23.,9 Christmas Day Y h. Turtle barriers may not be removed from the site until that phase of the project i I � ! xJf4s x2847 x20.90 / ,✓ -" , x,� ,o\\ \ ��S`C � is complete and is stabilized by vegetation. x21 TP-8 x21.9, x21,@5 �-.40 X22 �/ / ' \ Tif9 ��/QI Routine turtle barrier maintenance is required during the Turtle Active Season f N ` \ \ / ;152 00 F ^ (April 1st through October 31st)-Once per month a person familiar with barrier p x - \ x 1943 r 1 tJ t Z // �0 F maintenance and installation shall inspect the barrier and facilitate any repairs or W•' 'p $9.67 34,*7 ; 2 1 „/� 2797 ( /F V 1I�GE OF �`�1MPORT \ \ � x2!.25 xe!'� / xt7� \ ,"`' \x7.@3 �� alterations.The turtle barrier should remain taut between stakes and any holes along SC M 10020 rP s �'` r o� FF ! j x31.p0 � 40.00-03.00-001.000`}x2fA7 \J�\ 0 /(/ the bottom repaired. x 903& \ \ / #818-6 I 22 �� /r ` ./ \.8 \ ,' .� 74 x21.13 ( x20.9 \ ,/ ; ,•`` ,rte // �„r/ R*1 �O�O�QJ. j. Outside the Turtle Active Season(November 1st through March 31st)-If the y \ 1 / \f / 1J barrier has been left in place over the winter months and construction is on-going, a pQ \ d J. I ♦q 3, .25 \ x31.12 \ x2975 \x236J \ \.^` -� t_ J I / r `015 F 10 SETBACK ` *a- x ,� "'' 1 9 2 p x1958 -\ WOODED AREA � /(flF�� To ET,LANp \\ biologist shall conduct an early season inspection in late March or early April to c O n ' e r '" x /4kdli x32.A4.� xP7.59 \ -f c 1'`--e'n(� .OS 1-a^"•na- s1.6 h 2� x1927 \x22 D u'` `r"N (�W facilitate any repairs or alteration necessary for the barrier to function for turtle TEAL 1ET4TE OEYEt Of MENY,tONf Tk9GifON!MAN AAE ME NT 3312 a� x.06 -- 32- \ 29. BOWM N-LAND US / _35. ( ) x31.62 ' protection. , �• 940 x e Fx�-1 \ N t�6, \ \ \ x r92J x190,6 \ � � ♦ �,%� ,/'`ECOI:flG CAVI$ C� �,G. '' 3 P Y.J,T CP c'S x2120 x19.02 / INC) (7 ICAL ` ,,,\ \ x7,J , k_ Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife 34.6 s ` x 11.64 I „ CCB 6DD Sff M \ \ �u7 \ \ x19,67 x's� ��c' x2LOB03 x2].01 /' /% 805. \IY biologist with experience locating wild box turtles. ----'--- .; \ 30 SILVER x3@�r4 x an \ \ x21.77 `/ // F/ \l 2 x 6.6, �� I. The survey effort required must equal the following:area of impact x 4 seal � !?'; I:_: . L V MAPLE t� (�sas a) / x19.15 ° CB 60D SET \\ ri` / r� • f '`�1 33' / /` ! person-hours/acre = total person-hours of survey effort. \ .:. i %19.29 CP 85 Rs _ 30 SILVER MAPLE x2a49 /, , 7.39 348 „ CB 60D S£T /'e P P Y ' 34.11 131.99 ' m. Tming of survey^� "/ \ x 192' 20•'5 d f/ ! \�,' ,"' i.The survey for Eastern Box Turtles must be conducted immediately Sr _` 4, ;`;t&'' 3381 i J'' 3 ii�F1,46 \ x29.89 x I x2bb2 �- ` \ (#B18-7) �� 2p- `_ 1� 'xtR /' f 1 rz7 preceding clearing activity. q s : I, x ,• / zB.@s \ 2 (#618 5) x PVM x 19.50 ,/' // / / �, _ , ii.Surveys must be conducted at the time of peak activity for turtles,to the h / \� \ `\ x2°.76 9.64 / >/ �1 / +\ Nf x26.7° ` \ x2a39 / ,!� / 135, � /✓ r" / / 77 greatest extent practicable and as advised by the herpetologist. (IN 365" SILVER MA LE n. An box turtles found during the search will be captured and relocated to an Y 9 P ✓r, ` , - 353rx � xp9.77 / WO:Q�ED AR "' -�„'` 26� \' �'�„ x198p ,/ /``/ / x15(77 ,,�"� ,/ %` l �\ \ ',�'' undisturbed area on the property as far from the proposed clearing as ~.�-. _' •,-``. _ -'`/ o x3+.89 I / \ ''`�, -r•,� CP / / ; / �•`� % �' possible. 36,10- \ �►� �•�- \ '�.� d a'k1 -s£r / / / ® o. Documentation and results of the survey must be provided t0 the Planning {{ x 2776 x20.9@ �"� p x 20 59 /�I TP-3 x 19.42 x rr 7 '� x r448 / `,��/ x 4J x p7,4 \ x 62.47 #818-3 / x 16.6 / `'7, / / / d x 1J`' I 41 3546 B 23 90 \ , ( ) 8 �INCEI;Cl_ x45.33 ;' �' �` �,, ''� Department as soon as possible after completion and prior to clearing. issued date description 7.15 x35,52 29.92 x2 15f,X f 3Sf x 14.Y61W I / 28--.x 2@.07 // _✓ / j /' : 1 2-23-18 SITE PLAN APPROVAL / � x1„9 �... 5.7 3, _Northern loop-eared bat: esu92/ \� ` x,Be9 SILT IN / d� / , • < 2 5-23-18 BORING LOG# AT TEST PiTS ` G/ � / / x,2.10.t,,l x6. � \ J L(A+f1TS E. L .2005 FI 9IS 1WATE:R W �-AP DS '1BY� / Correspondence from the New York Natural Heritage Program(NYNHP) " cv� tL /� x252) *e30J / x175 ORK KAS. ITS OF ""' / / / indicates that no agency records current) exist for northern long-eared bat X 8 SASSAFRAS M "� ''� �/ / �// �\ \ x21.,,6 r iyo RT / WOWM/AI �N USE/ ESI, / 9 cY Y 9 3 7-19-18 2005 WETLANDS DELINEATION ,/ B RIER'�f Ste ; / / / (Myotis septentrionalis), however,this is not a definitive assessment on the �I 3,634 3 (b / 9.0 'f° •' / � ,✓' 7'JM Ef5 BY NY,SD, LE R xr�9t ✓ / ro d/ �� / / x2@� ! /7 / Q0 � /� 7current or future use of the site by the species.To minimize loss of northern 4 12-10-18 ADDRESSED 10-2-2018 TOWN p i , ,scw / /` x21,,4 / �"� / /' J20 1 ,' / \ j " long-eared bats,the following actions shaft be taken. I CJS. 9@ / r' ,✓ / / g OMMENTS �F CP 60D/E � ''6 /r /'x ,/� x x 422 ' x oo // '`_ ,`/ / x fP' ,✓ /f r W � f,AREA ,d/,"' a, Trees around the perimeter shall be preserved within the buffer shown on the 5 12-12-18 ADDRESSED TOWN COMMENTS O 307 E " AS ,as' tr / ,/ / / I \ x/6.5., j" / a�//x1510 // %' / x1e.JY site plan; - - O 12 SASSAF ' � /esa6/ `ILT eNpgj7�L� I G -! P 2 \x21.77 f CL)NS`/TRUCT�p � x"''3 ✓ / � ,/ � �� x114 x,06 b, Trees capable of providing roost trees within the development area shall be 6 1-3-19 ADDRESSED 12 17 2018 TOWN FRSAA / x JZ40 /° F P 2 ,62 15" SASSAFS Ag ;� /'' / ,�" %- UMq (I.E. "LIMITS OF I F fVCE f r/ -.i \ COIMENTS O a // Q'WORK AKA TUR1 1 ' / ,` /r r ,� preserved to the greatest extent practicable; 7 1-23-19 ADDRESSED 1-17-2019 TOWN i / ///"'" 4.(31 / 1 x e0.62 CP sp i'" / x 13.71 r- tsA / , ,` N / , •° = 761 / / x�,,tP /,� / 3,67 / ,; 2�/ /�• x / ARI@iPF? � - �TP18-2) \ ' a ca 6aD Er � � ,s' y � / ,,� /r'/ .�P'� ,�✓� � x7,� c. A wildlife biologist experienced with finding bats will be deployed on site prior to COMMENTS t` / x3347 - 2.6 i ;%fL x x16''J / ---/' / ; ! x 20/� an tree-clearin to s arch for an signs of bat roosting; T- t „ ✓ / , // ,'� x ,,, e295/ fi" _ cv O n't (#TP18-1) / xfy ~ Cj� , / / i` ,r , /! / Y g Y 9 9 issued date description X01 N ! / x16 x,JPP x2t20 ® / I d� 1b o rD 6 if sEr // / '�,. 1 , / �' '� B.re d. Avoid tree remov uring the pup season from June 1 through July 31, j A �RAS/ / ,� ,,. /�� /� 5.06 , xray // / 8 2$19 ADDRESSED TOWN COMMENTS t C T % Ms's� x24. ✓ / / 98 x Pc'.4P \, /`/ ///"/ / s / / // & 2-12-19 ADDENDUM#1 ,O I " / ✓ / Y ✓ ,/`� ,r� y- / x '/•/ /•/ xf7t x1746 / /� ,�• ✓/� / / .,' P 4/'' .J' x ^`�� / \ ONSTRUCTION x1,6 x `7� o SAS AF J x2351j� x22 19,26 ✓' /• x I 04 / // FENCE /g /� / / /F / // ,2.74 r/ / 1► �3; S AS RA 12Js7 / / '� . "x e I / / x 1B 4 �1 ✓ A x 17, � �� ,^.'290 f` \ , s' \ x 4.0 / [p L'P I / / / f" '7 J \' / /' /'" ,,,/ i ' /� ; / / }1 !►' x` v tJ58 AFf� / r6aa s �' / // " /°/ // i E 12,rS 23. /f //f /� ! // ///// F / \/ 4 /"' '/ � �� A i M ,Y� x2291 , /'D' j / ,,' / , / x19.48 / / x19.39 ---j/ / \ x133? / ` r' /' x8.88 r,,• •• C, _ SAFRAS J(/ / f / y" p 3 ® x17. ` / V A `/ x2597 ✓ ' /f,/' � _�_}'"`�r✓ `; /// //,I' x 2 65 /' i // / 64 4 I 7N"2,� 31 '"lll✓✓�TTt\\\ / / / / /j / x17x1 / / /'/ x17/04 / /,.✓ f/� // f f MOA LA' L ST x p6. x Bade( / 21.98 / x 1832 ,; / / ! �St .s" ,/ •/ ,Y 'x "+ ,! SASS' - IFRAS y' ;/ ✓ / /� / I ✓LZ ' SAF`RAS/' / x .66 O / xrx5�2 s ��.0 �/ xfa9p /° LIMITS OF 100' S&BACti` / ' x 23b X// 2214 /`� / ,s� d" 136 / x 5.0 /B CK/ / / / x s �� ✓ ° i' /r/� / 27 /� , // (QFF EJ'�T)/GN BETLAW s /�' \ / R./� / / roc) / •N I , '(� /�4�A1 x2,. / /✓ 234 111E x1677 n.s x1@.@9 BOWMAN-ti4ND ✓ x /� /`� /✓ / { / SASS F1\Ii5 N /f,/,/ x p�.7p V q/' j'J/,A'/ �/ x IB.31 i /J/ EG6LOG C`, 115E 1T 3 A" / f' ! - - o / x 46 .3' " A // t / ' / / x16. p/ 1 AL SERACES. ,�\ / /� , � xs� GENERAL NOTES: / /. .� ./ ✓ ) 'x•eF?�YAL) ,." * /j /� /' /'' f.)1 ) rn g J4.9c x 3039,✓ 0, / // title ✓ 2235 / V / ,• / x$5, - � 3@06 \ d• 3 J / �'` x1x ' xl s' / � / � '� ,✓" ' /`� � � // ,�' 1. S.C.T.M.# 1000-040.00-03.00-001.000 ' \ / �° / , �/ / x llts� / '� %/ /` x' 2 t 2. ALL PLAN COORDINATES ARE BASED ON THE NG EXISTING LO f, / ,77 ! „�' x .19 / /' f 8� // x . 5.7 '' i7� /~ "' /` // / r" i ��J ISLAND ZONE OF THE NEW YORK STATE PLANE c 6a sr f /' / ' x2o.�c r / / f/ x / C / / / �� / COORDINATE SYSTEM (NAD 1983). f ,,/ x104 CONDITIONS & \/� s , ` r� / / / ' l 3 UNAUTHORIZED ALTERATION OR ADDITION TO THESE 6 "rs� . •' f , / mac, / ; , ! ' / f r x?�CP 4 d ♦ 1392 x95., DRAWINGS IS A VIOLATION OF SECTION 7209 M F X7623 / 1 r r / f�. r'J/✓ a'DE AREA x1@.9.5 i ,✓ , f `bD° sEr✓ ,///// ' SUBDMSION 2 OF THE NEW YORK STATE rn x39,3/ / , ./ /// / �� / / /�ltt�7 �� x'1027 / / r i / �" x, •°' % EDUCATION LAW. C / .��Q x2321 ._+ x18 � ' / / xj -' �/' �, /.e�• f `/'� ;, +'` ,�' /'� '/ J/ ,/° 1720,,'' - �^''` f / / '�/� x11.2° 4. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. REMOVALS X`Sc8,42xP" 6 x18� 0"13 / .�" , CP;•.fs ,r /'• x107' / , ` ✓/ .°'' ✓" j !• xf STANDARDS. / o s'/ // /'\,/ / /' \ '",.�/ t ,r/ / / �/ ' / > 1, ✓� / 1a r / , / x , x 130 �� 60D SEr p , / r J 1 j ca, / P" // xfs /\ / �'� 'd / J 5. VERTICAL DATUM IS BASED ON 'AVD 88. �+' / // ,,.� / ,/ /� x t@d3 ' j ,i 3 `'� ' .� x .B / o; x,@.2@ '`E x55 / /''` ,�` ;%�i ,L/ANDS ARy�� '°'� �6'/' � ./ /*' ,. /�,,J ,� � �xu46 �7�Gi 6. HORIZONTAL DATUM IS BASED ON NAD 83. / / \ / / / f'�x .30 /' d ' �/ / x1307 / l/C OO 7. COPIES FROM THE ORIGINAL OF THIS SURVEY xJ716 @ x 7 I o, /F / ' ' /" r !/p `� �.� f � , /� f/ ,9 �� O /1 NOT BEARING AN 'ORIGINAL" OF THE LAND Q '✓ 19.72 x 18.78 x 1741 "'•, ' /'/ 3/` 7d/ "' / ,`'{• , /', /` ." /' �'" .' / N o li 2J.@1 x27 x l,r. ' !! d5 f '/ xtsff � O �f` / N e' / A / x. �� x$62 " x1. ,, ;'' / % /' 10B3 T A 10 /Q� SURVEYOR'S 'INKED SIGNATURE" OR "EMBOSSED ' ` r / f / % f � " / �\ /X 11, d / ,' , ./ ' , ® nt 0 �O Fi�/A SEAL SHALL NOT 9E A TRUE AND VALID COPY. 1`27 �/ '� 8. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF drawn by: LMY T I x37.2�� ' xP501 � x1452 ®� " /'x954 �� f / /r` /` // / ,/' l / /xf69p/''�/ \ //' x ��} \01OR� NOV. 13, 2017 BY LK. MCLFJ4N ASSOC. P.C. x , x 62 / /l x16.50 x1366 x9.53 \ / 9. TOWN OF SOUTHOLD ZONING CLASSIFICATION checked b ° CFD 7� .' �p xpa5, N/F VILLAGE OF / Y' CL �6 GREENPORT i, R-80. X � / ! �• l' / /� .1415 / (SCTM#1001-01,0-07- 1 ' �/ 1Q.UNDERGROUND UTILITY INFORMATION SHOWN WAS r♦ x 1837 � � ` ` �` 1 x 79.69 01.i 1 "'E' ��rf 'L'� •''� ✓� /�' --�'� -� .•`"�' ;` � �x .. /�°'� /' scale: AS NOTED a \ ` ,�( N i / x 153P 56 e�•�gt2E�°E� ,, r`„ r c am/ ,�'` x"46 /,- x w-, /f = y // OBTAINED FROM RECORD DATA AND FIELD O / \ /� i i '3£T/r/ / / / / r�YI r ' t r;? o � \ � 1 x�"�� ar` '$� ,✓' ' //, APPROVED t� i project number. 17106.000 O 26.42 / {/ r 151245 PLANNING BOARO L ' ' ase °' x29.97 0 100 200 \ - �1a94 x`°�' - TOWN Of SOUTHOLDv .?� sheet number .;;;-• F�, , i I,,,, IN THE DRAWINGS AND/OR THE ACCOMPANYING O THE EDUCATION LAW OF THE STATE OF NEW YORK N «), "�' Feet _ PROHIBITS ANY PERSON FROM ALTERING ANYTHING s:.ts�r �'' ;•. ' .r;;' t• (9 +;•� O to 11 1 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION C) ®ATE A IZ 2d1q n C,4 ,-o SCALE: 1 =50 OF A LICENSED- Ir../ ENG NEER MUST S GN. SE.DATEENGINEER. AND DESCR BE Southold Town SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL E I / - - Piannin E�I: d DRAWING AND/OR IN THE SPECIFICATION g THE FULL EXTENT OF THE ALTERATION ON THE (NYS ED. LAW SECTION 7209-2) 4•sEE Foundation > Foundation We' Foundation 1 Foundation �:=q3 Foundation Design,P.C. Design P.C, DesignP.C. Foundation , 7 � ©esign,P.C. 'SQL•BEDROCK•GROi7hr?WA1ER, SQL•H�HOCK%GROUFDWATER 601L-•MnROCK-.tRO"WA7fR :SCrI• 'DRlY7C'•GRLR:NDw1v -501L•0rL•A:7C.K•GAOLPD7IATRR Test Pit Log EXIST. GRADE: 16.87 Test Pit.Log EXIST. GRADE: 26.72 Test Pit Log EXIST. GRADE: 20.11 Test Pit Log EXIST, GRADE: 20.86 Test Pit Log EXIST. GRADE: 20.44 Project No. 4402.0 Page 1 of.1 Test Pit No. 715184 Project No. 44020 Page 1 of 1 Test Pit No, TP18-2 Project No. 4402.0 Page 1 of 1 Test Pit No. Bib-3 Project No. 4402.0 Page 1 of 1 Test Pit No. 818 4 Project No. 44020 Pae 1 of 1 Project Name Vineyard View,North Road/County route 48 Southold New York Project Nana Vineyard View,North Road/County route�i8,Scud wki NeW York Project Name Vineyard View,.Norlh Raad!County route 48 Souttxiki New-York Project Name Vineyard View,North RoadJCounty route 48 Berthold New York 8 test pit No. 618 5 Project Name _Vineyard View,North Road,Count?routs 48 Soudhald New York Elevation Cenfer Realty LLC,lODO Unroersrty Avenue Rochester New York 1%07 Client Confer Reeky LLC,1000 University Avenue,Rochester New York 14607 Client Cohrfc Realty LLC,1000 University Avenue,Rochester New York 14607 Client _Conifer Rea LLC 000 Unroersk Realty 1 y Avenue,Rochester New York 14607 Client -Confer Realty LLC,1000 University Avenue Rxhesier,New York 14607 ® y� Elevation 'Weather Cloudy J 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 y Elevation Weather Cloudy/308' Technician T,Beyer Date Started 1-24-18 Completed 1-24-18 Operator ,lay Date Started 1-24-18 Completed 1-24-18 Operator jay Date Started i-24-18 Completed 1-24 18 Operator Jar - Date Started i-24-18 Completed 1-2418 Technician J Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry'contracting&Materials Equipment P �` Date Started 1-24-18 Completed 1-24-18 Operator Jay q pment cAT325DExcavatar Backhoe Subcontractor T Contra _,ecru tong&Materials EquipMenC CAT 325D Excavator Bndldhoe Subcontractor Terry Cbntractirw&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry'Contractim&Mat ials Equipment' q pnterht CAT 325D Excavator Depth Depth Soil and Rock Classhications Depth Depth Soil and Rock Classifications Depth Depth Sall and Rork Ciassifiratiorn Depth Depth Soil and Rock Classifientlons Below Sample of Below Sample of Depth Dept Soil and Rock Classif cations Below Sample of Below Sam le of Surface Number Sample Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks 1 t P Remarks p TOPSOIL 0'6" TOPSDIL 018" TOPSOIL 0'8" TOPSAIL 40'6" 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 waist SAND,trace c-rn-f gravel,trace silt TOPSOIL OryO+'Loose tan light brown moist SAND,tram c rrr f gravet,.traoe silt Z 1300 Walt Whitman Road,Melville,New York 2 2 11747 Phone 631 300 1010 311„ 21," owner/developer: S 1 2�� Firm tan-brown moist SAND,Utile c-m4 gravel,tram silt Firm tan-bmwn-orarrg�moist#o wet SAND,little t-m-f gravel,trace sift CONIFER REALY LLC 411" S 1 2'4' 4'0^ 4 4 U" C E.Main Street,Suite 600, Firm light grey moist SILT,Tittle m-f sand,trace day Compact tan moist SAND,little m-f gravel,trace sift Firm tan-brown moist SAND,little m-f gravel,trace silt Rochester,New York 14604 6 6 6 1 6 6 Site/Civil Consultant , g S-1 6'-8' 8b" Firmorange-tan saturated SANDE little silt,Tittle gravel,.traoe clay 8 8 Test pit terminated at 10t' 1016" 107 10 0 Test pit terminated at 101ir Test pit terminated at 1010" Test10 10 10 .pit terminated at 10'0" `fest pit terminated at 100" Nous: ° L K MCLEAN ASSOCIATES, P.C. Notes: ti l on co u it dr Test py pcompletion,1. ;WNotes: Notes: Notes: LONG ISLAND, NY 1 12 3.. Staked l 2, sides"colla upon completion re 1., .Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides Callapsing upon completion locations aal",tions and elevations provided by L,K..Mclean. 2. 2 Dry on 1. Sides collapsing upon completion 437 SOUTH COUNTRY RD.,n• 2. Dry on completion. 2. Water at 9'6', BROOKHAVEN, NEW YORK 11719 12 3. Staked locations and elevations provided.by L.K.McLean. 1 2 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 12 3. Staked locations and ele+raiiorts provided by L K.McLean. GDesign,P.C. Foundation 77 VINEYARD VIEW • DFoundation Foundation "'�Foundation NORTH ROAD Design,P.C. Design,PECE = 0. IMPACT ON NOISE ODOR& LiGHT: NOTES: g �� LIMITS OF BIOSWALE / 1. Prior to start of any construction activity, notify the �' i o STORMWATER 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE FLOW S 23 ,24 Town of Southold Planning & Engineering Departments SiTE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE n 34 �i RETENTION AREA �•�Gr,.�-� E� a minimum of 2 business days in advance; An NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN � n _ __ SUBMITTED TO THE AGENCY FOR COMPLIANCE WiTH CONSTRUCTION ACTIVITY REGULATIONS. EXISTING TREED ✓+ j +..'_ 427 ~� �� inspection is required of the installed turtle barrier ry AREA TO REMAIN LIMITS OF RAIN / / ,/ _ �3�i- -_ .-' ' ' fencin aka erosion control revention/sitt fencin 6 2• IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR J i k ik UNDISTURBED GARDEN / r` fr' >" "' �+- g p g) y SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR SLOPE F"VERTICAL STORMWATER { j / - ' Town Engineer's office and Planning staff prior to FACE {{ RETENTION AREA % SILT NCEE. LIMITS _"""�""►•.. ,� , g g p TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. I I 1 OF�rWORK' clearing. 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO BEDDING DETAIL (TURTLE'�DARRIE/R) ^`� !/ '` s 1 3`?0��_�" 2. Refer to Sheet E1 - Existing Conditions & Removals for DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE \ - ;�'� 'e /� ! '' / J'` `y ! +! j46'��' wildlife habitat rotection measures to be enacted rior OF CONSTRUCTION PLANS WITHIN THiS CONTRACT OR A5 DIRECTED BY THE ENGINEER. THE ANGLE flRSTSTAKE TQiNARD M P p CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A PREVIOUSLY LAiD BALE. `^ y� �r I ` ' ,( t, t 1 ° WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED ORMWgFERRETEWT '- ;__:=_ / to site clearing. c ✓ / { * g' OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. ROW C: i i I gREgsw - SMI OF 0' S1=TBAC / �. // // e/ ' OFFSET / o ftLA ✓' 3. Construction activities shall only occur from 7:00a.m. -� aim- (OFFSET ( ' / / / 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTiL ALL SEDIMENT CONTROL ` h 'FEN sr cTION EtUNEAION/(BY W. / /J / / ,/ t0 6:00p.m. on weekdays and Saturdays; MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. _- I � t d I 22 C ,r/ �BOWA�IAN-,L'AND SE / r'" ,/ EC6LOGJGAL $ RV1 ES, �` ,/ 4. No construction activities are permitted on Sundays, 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL f �, N ^} • ^ 1300 Walt Whitman Road,Melville,New York C.) PIG L) i f , / f trio year-round, or the following holidays: PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDiMQ17 FROM THE ^� BOUND HAY BALES O / r / j* / \ Q SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; PLACED�ONCONTOUR 11747 New Years Day � Phone 631 300 1010 x I RAiN, + LAWN ' / ` / f/ ✓ O 6 BEING�ITRACKEDOONTOU R08. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL CE WILL BE MAJNTAINED TO PREVENT SOIL AND THE SITE ISE DEBRIS 2RE8ARS: STEEL PICKETS OR GARDEN/ O_ Memorial Day rxr STAKES iswr INGROUND. TORMWA BLDG.1!TYPE C) O / / f' - PERMANENTLY STABILIZED; ERNE STAKES FLUSH MVRH TOP OF :11s M w In i TER o f j owner/developer: �' RETENTION FIN.FLR.EL.=23.25' / / ' Independence Day (July4th) HAY BALES. II i 1 °' / / 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM CONIFER REALY LLC "" '� J I �• ' AREA S � � ANCHORING DETAIL j C'..% (1Y o °� r° / /f /'J Labor Day TRACKING ONTO PUBLIC ROADWAYS. 83 E.Main Street,Suite 600, K''. / / ` \ S. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH STRAW BALE DIKE DETAILS Rochester,New York 14604 I r O E /� ! \ Thanksgiving OF TIME AREAS ARE EXPOSED; Christmas Day 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OFm Site/Civil Consultant TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; G WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS NO TO BE ? y,' y DUM STEL 10, DRAINAGE INLETS ,y.. . DIST BED ci..��. %,pycj;� ": x% : ,'r.' ? '._ .;. / ✓ / REQUIRED; :�';. i,f'..;:,!" ,•,de/�hr 3' iiy"•':.'£;i' :'f.:'. �',r'i /; �r .,, ;, .. }T 11, SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED ,< " ' 'L'">0 / / / /f P /'`f/ AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND SITE LEGEND: MOVE SILT AND DEBRIS;TO E ANY AS NECESSARY R FLUSHED OUT N Vo R .>' :sr l�,y%`'7 rre.:} �4'''dy,".:'i':`„ '�.;,,q)',." -.n., �°r' f` ,,....'• •/ 1 1,J, ' '•/ I 'z.:• . `-/ f . '^"ts!!'7r�:; ; ;-'<:' < :, . ,:' AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE "� ,, ��. / 12. TREE ROOT A •---- PROPERTY LINE ' ^< "i / L MITS F RAIN j 1 2 ,w's'`.;��." ,;s,:'¢,%;'s°r _ m�;':' i:y,,.:,,`a> �� y'r.,. i;,n,. J / / ,Y ` ''; /;; � , ,, ,:.• � ,Jr EMPLOYED. F�F�3 * r / ,�5'TOR�IWATE r \ 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S L K Md_EAN ASSOCIATES, P.C. 2:: / �, ETENTIOfJ AR. VEHICLES --Q�-- PROPOSED CONTOUR O CA N ,. J-- �' 8 \ , LONG ISLAND, NY 14, SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE 437 SOUTH COUNTRY RD., EXISTING WOOD LINE BROOKHAVEN. NEW YORK 11719 r ;:w10,/ / OF EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR, EX. 12 %':'"' BLDG.2(TYPE B) 10 Tel: 631.2868668 • / NT NONCE" °° BLACK LOCUST a. -`'�,h:;; / 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT NOT TO BE s 6 w: �� FIN.FLR. ; / / s ED/, / 4 \ PROPOSED CONCRETE CURB DISTURBEDO BENCH (TYP.) y, / DUMPSTERy FENCE TO ALLOW THE CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS.DUMSTER `CONSTRU ON / 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION —x x— PROPOSED CHAiN LINK FENCE f / ECCE ,•, - ; p y, . <...,-., •, �./ SHALL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. xs; O MiTS F 1 SETf�� k /— .+ �'ii....•:.:... jun :','i.''. ,,,., ''*. 0 .;,, iayr.,, 't:4,.;' nl'":;;u' <., <. >: �;N:", ,.. ; .:r < .,<. .•�,>,.,T.-,,:: ., '_,'.,. < ' -hG °1 OFF 0 W ND - I ,. ,... ... .. � .=a:, ,.,.,,..... '.;. ` - _ -5 q _ ♦\ STOCKPILING, FU NC 17, A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOC PfLI EL PROPOSED SILT FENCE M oE1y DEIN TION BY C. " :. . :x: '."' 'SF""", % "'"• +� wq { STORAGE AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM --a- VINEYARD VIEW o ® `� r� / SNL/o T� ow }-LANf� usF /LIMITS OF CLEARING qR \ ' WETLANDS AS POSSIBLE SPILL PROTOCOLS SHALL BE ENACTED. p E1 ✓° ECOLbGICAC S CES, �- NORTH ROAD INC-) ICA'l ;� ,: ,. � a , _ � ,:'• -•o'— PROPOSED CONSTRUCTION FENCE ,.�., . a /' TOWN OF SOUTHOLD, N.Y. 11939 ;y/:, 22 PLAYGROUNDr„�<.%, � gip;.,.., `�••,! lP „ , r SEAT.N, - f PROPOSED NON DISTURBANCE rA ;,,/ e':�-;.�:�F>::•„ �r��.,,'q, i„-� / I BUFFER lit' /i :,, y• v //• ip' say: ,.. ., .yrs' . ,.•'.a'i'Fz..:ab z.ss;L. ! + /%; • ,? BLOG.4(TYPEA) BLDG.3 PE B /•rr �% e- FIN.FLR. ,`. ,,::>r>. � TR INE l L/r,.v PROPOSED EE L rr WN O FIN.FLR- v^ LA EL._ O � i” ', r PE D BLDG.6 r: N % . .. EL.- ;mss• 23.25' N I I FIN.N.FLR. 2 23. 5' s 1 ,ra ^v k' EL.- N %°r., / - PROPOSED ADA HANDICAP s — / O ,�. R y. i ^G:� 3.25' MY� 4TfAk t — /SI, .,rye,• � � •� „ -r'.< .r., / 2005 FRESHWATER °'� -. �rENnACCESSIBLE PARKING STALL =i ., f••, �, A. .;,, :, oN CCESS BLE t ® t}• a ":l;�r� ,.,..y Sd S �. ► - 'r;:,= f'� � � w,o f WETLANDS BY C.W. a , �C:uI S2; f +' / / LANDESI_ ",w; BOWMAN, USE J ,terPROPOSED ADA HANDICAP / , Hr a f /Jf j .r .r,, , r - :. %•d'•.t':xe.,,r's., ,'s/„ f` TWO EX. 30 .t,�, ,,.4, Qw £,-;' I � ,,,�,.; •\ � / AFFIRMED BY ACCESSIBLE CROSS WALK ,`. "� r' \ �.i. '�:;_M-, o '; '�'y:?..... P SI�1' FE GE SILVER MAPLES , � w .. . LETTER6/20/2018 NOT TO BE o TI' :r`, %;”'.a "'f IN , r THEj /' ISS OF CLEARING / 6• m .,.:,_ uM / . I LNGRB ,-.;_ -%: ;,.:. " �.� PROPOSED BU LDDISTU ED L 0 ES �c,y�'. - . . ®�� %tif;y;' % /AIB X - ; FIN. FLR.EL. '" � D s ' FLO R ELEVATIONFINISHED 0ka gconifer*c rS �". P ED „,u RO 0 S / 9 71 M\YANAOEMF T t7Ai EtElOf ME Ni CbMETE1tC O EEAE F E O ., .,r y r .., .,r .<,,.„ ..,,y :,,,r sr' ;;r+:;y, /rel?'. •'Lv ;�j� TJ TRI n.,., ,,,N., �.,., y � , .; 6'r;'<;.. :..;. �fi �•. PROPOSED ELECTRIC is 6 F;= , b M1 AR UND THE P 12 MET R � , x y. xr _ / TRANSFORMER . �, s a ECT / / ;�:- FPR :�` _ P OJ FIN,FLR.EL.-29.0' `" ""` / ,.,. .� ,,W,..:,A,r,ts<;ri L•,' ;,.,�.. r.:... by �.L ,// . \ . - ;, ;x,,• •':::� :„ ,,. , 'ra — BLDG.7(TYPE Dl R 4.r RAPT„':,* / � ,°` ' p 3 �_� �•--�' PROPOSED DRAINAGE SWALE DEVICE �o f FIN.FLR. / ! \ seal O "N i t'Si'M J// \ { ham:: � / 23.25 s KHETEKIICFRJSFtE`2A:SYV - Rq�NGARDEN ( .a / IN �. 67X3SW LE7ATE. r,%Zi/. i` sr„ r / E'? 1 GARDEN) STO �� y �” %� '� / �` � .f �/ PROPOSED LEACHING BASIN STOR RMWg7E r: �i;' {''r � ,/ f �' ;: f O ON5l1LT RETEN FC EN7ION _ / TION AREq �` ,' -Hy l,' f' /,O W/ SOLID COVER BEET L1 sry� ,`fix. ', ,r' / / j / s �` f( Ca FOR \ / , \ I 3 ";o;�" �;:„ .'�,r7:y,%L / ,// / / ,�� ` > ! / / ♦ Y '=.' �+•�•prE• ✓ ( "i"ir "ih k;:'i:i +%!f: '<6.F."%6," `..; i' f I TREES ° s r \\ BLDG.5(TYPE A) j dr: g / / �, / / L t 1 l �„ ;`°`.': �'>.�'- '� Q � �,� ,/` / PROPOSED LEACHING BASIN cr -_i' l FIN.FLR.EL. 25.15' ;s , j �`% ! / ' / / W/ OPEN GRATE 'S\}` J`•y' t'-, /t; 'j/ � ESERVED f �, w3; :y' sn. 1►�— / f i i / ." _ /%, �. r � .� I 32 I7G."AORD IN \\� n, ��,,f: �F..;e ';'ry, \ 1 / >P" ,,/ /� � � / / ♦ \�'tti. '`,� ,, PROPOSED CATCH BASIN/ / / O � i 3 STOf�MWAT / \�� ' '---_=_- ,:s \ _ I { / TYPE C-2 i r\ / ETE117iON i , ,'; ,, 'z' N�. / /// ; 1! � / ✓r C / / /' RAIN' se;,,- T -i \ ,' ® PROPOSED DRAINAGE MANHOLE O � / s GARDE - �,.;,;,f,. �� /, e \ issued date description MITS/OF B1o5WALE / roRMw \ j' �` / / 1 7-19-18 2005 WETLANDS DELINEATION •� SILT FENCE (IE. �/ STORMWATER RETEN77ONARF 1 p LIMITS OF / / , % y EASA L j s WORK? LIM OF IN r / R�MI1 � ` 8 -!) - - �2 PU PAR / i i%f \, / / ' '/r/ l , '�' j'� 2 12/10/18 ADDRESSED 10-2-2018TOWN / % 0 4, ,✓� ° / MMENTS I EXISTING TREED � GA EN /� / , f ,,. �- IQN / / /` ,,r' f %' �` � / �; � p L AREA TO REMAIN ST MWA ER -- / �' ,° i /' / % s / � / ♦ SURFACE LEGEND. 3 1/3/19 ADDRESSED 12-21-2018 TOWN U UNDISTURBED RETENTION EA // /� / / / ,. !� / ,r ` ,'% / r / COMMENTS - a , /� ,, /- / /' - , ,� y,, y . .; PROPOSED ASPHALT 4 1 23/19 ADDRESSED 1-17 2019 TOWN ,,./ / / / IMITS F 1 SETBACK/ t / °\ / ,/ // / `- ,,f :"``<`' PAVEMENT / / / UMP ER j / ./ ':':, +LLQ 7 (oFEi) wErLAND/ -� f / ,�`� l " 5 2/8/19 ADDRESSED TOWN COMMENTS 0 � / ✓'` ,,, -''/ / ,/ ,f/'TYP. � ,/ � ", CAIN GAR®EN/ COMMENTS DELINEATION B�' C.W. r sro / / Or RMwareR / / / / PROPOSED CONCRETE I i UVV col - SER OSE r-''� / ; s/ / / / / '� rEN7I B 1' /' 6 2/12/19 ADDENDUM#1 a / O/I AREA / LIMIT 'OF 100' S, AC o Ec9LocICAL SERVICES ' ,�'° ,i`� , j'`f / / \ -Sw9 / PAD, SIDEWALK CA / / / / f / / ., f,/ (OFFSET),.TO W D/ / `L�, INC.)) (I�'P �` /� , / �' / / / / j r /// OR PATIO p / / . , •' / I / ' `� LI TS OF 100% ` �B 0S / ECOLOGICAL SERVICES / , issued date description ° `r LIMITS OK RAIN W AND (>�IJN MN � � / / INC.) (�y"PiCA'x: / , ,/ / % / �i ��, � PROPOSED BUILDING a RDEN T ` (61' U. !r /� / j / / /� 2. / STORMWATER ,/� 71 a, �� / ' : i RETENTION ARMC eowMAfv-LA d USE" // j �3 PROPOSED LAWN AREA % , ECgLbGIC SERVICES,/ ° r / / INC.) ( ICALy o I i/ / / /� / ,_ - - art/ =- - ✓ ✓ / /� f PROPOSED VEGETATED AREA MfrsRAIN i ,/ ''\ �, / PROPOSED RIP-RAP r Z - / ORMW TER STORMWATER O ` / R NTION AR / % _t // / �' PROPOSED S .� / ,/ / /` - D RAIN GARDEN OR BiOSWALE / I A' D I e ;� - PROPOSED CONCRETE Ste+ ,�'' '/' • ', / -, /�• / / / / ,/ '• Ind FLATWORK {?� 000000 PROPOSED PLAY SURFACING title ! / 01 ✓' / 1 / \ , , EROSION & /V � w �--- - �` APPROVED BYSEDIMENT 564, ` + / i' / i / �--/ sv MIN. �i�A��e��Li �®AI'►� r. Jr �� --.•..:�., ' { f- > CONTROL PLAN - �•d ti TO��'�:� OF SOUTHOLD f f DATA" ZDI Y Q SITE PLAN o ' ° -o c f 44 r. ra,� ` � Zz a e�.��:o.� .011• a � � � - i• -`. _� . . . _ drawn by: 10' O O 0 SCALE: 1"=50' PERSPECTIVE VIEW 1 o so 100 checked by: CFD 30'MINIMUM 2x 2 mm1 Knu ix u c-mna..v ocwrrcw 4 a} _ Q ("� Feet FENCE POST «•�y a,.as,nci,'+a'wr'oa.+a`" .,��r�*.,,-._-•., f—^�....) AS NOTED 0 0 o� MF w _ scale: '�O WOVEN WIRE FENCE Y v I''^'•. ,i+.•.•..,.. '.5 �-.P.,_- gl�,q (0x6-10/10 WWF) E C = PLAN VIEW project number. 17106.000 C00 t 1:1 OR nATTR FILTER CLOTH I n (� n s ►� scope C) C 0O O.p CDU Southold To•,^m EMBED FILTER CLOTH ROAD Panning Board sheet number t 0) CONCRETE WASHOUT DETAIL MIN. INTO GROUND Z 1.s -"i � .� `° R° THE EDUCATION LAW OF THE STATE OF NEW YORK O N.T.S. 'i ILi�Abp` '°ro b"' PROHIBITS ANY PERSON FROM ALTERING ANYTHING r O NOTE: DRAINAGE AREA CROSS SECTION N O NO ACRE 100 LINEAR FEET IN THE DRAWINGS AND/OR THE ACCOMPANYING (D OF A ALSPECIFICTERATIONS ARE ACRE MADE ITS UNDER THE PROFESSIONAL WHERE E 3 OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O SECTION DETAIL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE r SILT FENCE DETAILS TEMPORARY CONSTRUCTION ENTRANCE THE FULL EXTENT OF THE ALTERATION ON THE LN (NYS ED. LAW SECTION 7209-2) DRAWING AND/OR IN THE SPECIFICATION CONSTRUCTION TRAFFIC MANAGEMENT NOTES: \ PROPERTY 1 - - / 1. AREA SPEED LIMITS ARE SHOWN ON CONSTRUCTION TRAFFIC MAP BELOW. LINE (TYP.) • .f. \�� f.� 2. THERE ARE NO SCHOOL SAFETY ZONES ALONG THE PROPOSED CONSTRUCTION cc iX VEHICLE TRAFFIC ROUTE OR WITHIN 1,000' OF SITE. A SCHOOL BUS STOP AND 004% '/ \`_ __ •- OPERATIONAL HOURS ARE SHOWN ON THE CONSTRUCTION TRAFFIC MAP BELOW. �. 3. RESIDENTIAL NEIGHBORHOODS ARE DEPICTED ON THE CONSTRUCTION TRAFFIC . MAP BELOW. •. NON— ��. `- i ♦ STABILIZED DISTURBANCE �� ,WETLAND - 4. CONSTRUCTION ACTIVITY IS ANTICIPATED TO OCCUR FEBRUARY 2019 THROUGH CONSTRUCTION •� ENTRY BUFFER `e- �-- -- LIMITS •!/ APRIL 2020. ACTIVITY WILL OCCUR BETWEEN THE HOURS OF 7AM-6PM ON IC? AREA �/� ^�\ -"� �,' �, I MID.). ` ' WEEKDAYS AND SATURDAYS. NO WORK ON HOLIDAYS DESIGNATED ON SHEET O��G (NP•) / \ - E3—EROSION AND SEDIMENT CONTROL PLAN. 1300 Walt Whitman Road,Melville,New York PPPRF,P -� \ ♦ 5. TOWN PLANNING OFFICE TO BE NOTIFIED A MINIMUM OF TWO (2) BUSINESS 11747 Phone 631300 1010 ♦ \ \�, \\ - y - , , DAYS IN ADVANCE OF ANY SITE ACTIVITY AND/OR CLEARING. ♦ < \ , /,r� ,' �� ' - owner/developer: 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, �� \ I \ .� - • SHEET E3—EROSION AND SEDIMENT CONTROL PLAN. Rochester,New York 14604 AREAS TO S� PRS \P\' `i _ / \ \ i 1 7. PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE IS DESIGNATED AND DETAILED Site/Civil Consultant �`�� ON CONSTRUCTION TRAFFIC MAP BELOW. PROTECT & EQ\�\�G �� i� CLEARING \ \ � �� `�`�—. ,� - PRESERVE SP� LIMITS \ �� 8. REFER TO SHEET E3 FOR SPILL PROTECTION PROTOCOLS EXISTING i VEGETATION (TYP•) > \ 's�"�'""•- / 9. THIS PLAN SHALL BE PROVIDED TO ALL CONTRACTORS AND SUBCONTRACTORS & GRADES '�. Z ACCESSING THIS SITE. i -•�r r � 1 NON- �• FUEL 1 J DISTURBANCE 10. DELIVERIES AND DEBRIS REMOVAL SHALL BE SCHEDULED NOT TO CONFLICT WITH BUFFER AREA ♦ STORAGE & / SCHOOL BUS STOP TIME RANGES, AND SHALL NOT BE SCHEDULED ON L K.Md�AN ASSOCIATES.P.C.HANDLING (TYP') _ SATURDAYS DURING SPECIAL EVENTS OR ON HOLIDAY WEEKENDS. +� �+► PERIMETER LONG ISLAND, NY O ♦ AREA I I ` , ' ,'��. WETLANDS— 437 SOUTH COUNTRY RD., 11. DURING TIMES OF INCREASED SEASONAL POPULATION (I.E. SUMMER, FALL, AND BROOKHAVEN. NEW YORK 11719 MO \ � ORE'S Tel: 631.286.8668 �� i •\ 1100 DRAIN SPECIAL EVENTS), CONTRACTOR SHALL PROVIDE A QUALIFIED TRAFFIC FLAGGER y �/, / • • : • Ei (T,P ) TO FACILITATE ENTRY AND EXIT OF CONSTRUCTION VEHICLES AS NEEDED. j '� 12. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND Q - • • �-; - /, /-: • i STOCKPILING, FUEL STORAGE AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED -�7 ♦ �• �,,. AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL VINEYARD VIEW � Q i , :, • / NORTH ENACTED. NORTH ROAD DRIVEWAYS � � :� • • ;� TOWN OF SOUTHOLD, N.Y. 11939 TOWN OF GENERAL NOTES: "AIM, •— ' SITE MAP S 0 U TH O 1. SEE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS FOR WETLAND f. _ f` N f�� ,f , LD/G R EEN P NPORT PROTECTION MEASURES. ;,: „."'' °,, •ry'°,,, ,",.,,,,, "" SCALE: 1 = 100 VILLAGE LIMITS °'a` " 0 100 200 2. SEE SITE PLANS AND NOTES FOR OTHER CONSTRUCTION CONDITIONS. Feet coni er --'t. REAL ESTATE DEVE/O1YEN7,COMf7!lG TION!MANAGEMENT NEW LONDON — ORIENT FERRY TERMINAL � _ seal M00RES LANE l0 MAIN SITE LOCATION ROAD a CHAPEL LANE CR 25 issued date description 0 J 'J GREENPORT '--- ' 1 12-18-18 ADDRESSED I2-17-2018 TOWN NORTH T_H - , CO 1, COMMENTS / -- - / ALL (VILLAGE) 2 13-19 ADD SS D 12-21-2018 TOWN ROAD V_/,r, �, 3 2$19 ADDRESSED TOWN COMMENTS �. ,, (CR 48) _- GREENPORT K-12 SCHOOL s. 2-12-19 ADDENDUM#1 I o (720 FRONT ST, GREENPORT) APPROXIMATE HOURS OF o OPERATION 7:30AM — 3PM o SCHOOL BUS STOP (CHAPEL LANE & CR48) l PICKUP TIMES RANGE FROM issued date description 7:30AM — 8AM DROP OFF TIME FROM 3PM — 4PM r SOUTHOLD c LONG ISLAND SOUND 3 i (HAMLET) / a MAIN r MIDDLE ROA (CR 48) ROAD _� I PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE °/ - _ ` _ CR 25 ` LEGEND C l '� �. r 0 � FRRon � 55 MPH [ L) NEW EBF, E 50 MPH SOUND AVE. �� ; , —= - '4 ; title CONSTRUCTION � ,s 45 MPH (CR 48) TRAFFIC 01 40 MPH MANAGEMENT 35 MPH I C NORTHVILLE TURNPIKE (CR 43) ' '; ! PLAN RESIDENTIAL AREA I 3 TOWN OF SOUTHOLD — ! BOUNDARY LINE OLD COUNTRY ROAD j MAI f • a- C R 5 8 — _ -� C R 25 E drawn by: WY _ _ �_ ROA � EXIT 73 checked by: CFD 2 RIVERHEAD APP "� _=—= R��E® t+�o/ 7^°` scale: AS NOTED E 13- M �,,�'� (HAMLET) PECONIC BAY �, ` i�l�a�ltdlNG IJ i CONSTRUCTION TRAFFIC MAP OAr p F F a project number. 17,06.000 a) » TOWN OF SOLMic� "1 P',nnin ��.- d C) � 5outho d Toe^rn SCALE: 1 = 6,000 �� 1 �r sheet number CD LONG ISLAND 0• 6,000• 12.000• M\1, 1201 THEPRO EDUCATION LAW OF THE STATE PERSON FROM IN NEW YORK N O Feet N�THE DRHIBITS AGS AND/OR THE ACCOMPANYING ING N 0 -.. �,.r SUCH ALTERATIONS ARE (MADE. THE PROFESSI'NAL C; 0EXPRESSWAY (R T 4 9 5) SFA LICENSED I SPECIFICATIONS. UNLESS ITS N UNDER THE DIRECTION '• — - ENGINEER MUST SIGN. SEAL. DATE AND DESCRIBE CTMI — — ___-- __-- _---- _ (Nrs FnLL ALTERATION ON THE LL. aw SE ON1204-?lW DRAWING /WD/OR IN THE SPECIFlCATION O_ RESIDENTIAL f VACANT PROPERTY �e LONG ISLAND SOUND --- i 'Dr)' / MOORE'S DRAIN \ RESIDENTIAL �'" N/F MYDON RESORTS INC. - \ (SCTM#1000-40.0-03-05.0) p RESIDENTIAL 1 (EASTERN LONG ISLANDWASTE o SITE HANDLING & / .��' KAMPGROUND) \ LOCATION 1300 Wait Whitman Road,Melville, New York MANAGEMENT ' 11747 _ Phone 631 300 1010 / i � s YYYYYYI aaa®7 � sY 2 CONIFER REALYY LLC \ �y 83 E.Main Street,Suite 600, N/F SAMIR ATTIA \ r" hl Rochester,New York 14604 /6N CO \ (SCTM#1000-40.0-03-02.0) \ ry N/F LUCINDA BARNES / �� \ VACANT PROPERTY � / \\`� 100 YEAR FLOOD LINE \\ opa Site/Civil Consultant ' (SCTM#1000-40.0-01-21.0) / (OFF- S ITE) RESIDENTIAL ��' ol -----` - -- -- -`- --- -- \ N --- `\ KEY MAP N/F KENNETH �� --- ----- o ZAHLER \ \\ �' h°� SCALE: 1" = 800' (SCTM#1000-40.0 ' y -01-20.2) i' ,i =- \\ L K McLEAN ASSOCIATES, P.C. / \\ , LONG ISLAND, NY N F. VILLAGE OF GREENPORT 437 SOUTH COUNTRY RD., -rot- � �,,1 i /.,# ' ,/ �'� .� ;,} __,_�� (SCTM#1001-01.0-07-01.1) o \ 1 BROOKHAVEN, NEW YORK 11719 RESIDENTIAL / N/F WINE COUNTRY �` lo PROMOTION LLC f r f r •® �/ I Tel: 631.286.8668 t•,` (SCTM#1000-40.0 � \ \ sI #` # r ;t j, _ ;`' t' i e ; ' f i r -01-20.1) ••_• , t• 4-# / t r i t 1 fr p` r , t { f t f t '# # # / j ®• "® meY RESIDENTIAL / -O , ; r r ? f t { = t ; i' t ; {/Jf p f I - .'�• 1 / # t' l s f• t, 5 # # 1, �rr f i f` i ;'t! (t fJ #I f al .f' f ,f _ F, f•rf° r k I VINEYARD VIEW t i ?�► ;t f' f`- # /; ( t 1 f t f # i f ; ! # f I# r , f f f (f t (jj tff f . ' - 3' I _50° ' j � "�' i ' r' ?--:.. t j f # � f t r # r� � ( # ' f t �' (� � [ 3 j � {` r' N/F DONNA ° # _ > ! j i' Y 1 f- I .i` t• 1 j t •f t j'#t NORTH ROAD CAMPBELL r r t f j , , •#` l TOWN OF SOUTHOLD, N.Y. 11939 . i ;• J f t i r (SCTM 1 - / f 1 t. r f , 1 �'. ; , 'f f t �' , }•� ! , # 000 40.0 `\ w !' ¢:; c f t( , , f t ;,'' .. . ., # l t # t•, i } i `'# / -01-16.0) ' p` • VACANT PROPERTY 6 " {e # �;r .. •1 f 'a. C'+; \'.'':,.�-:.: ;.'."-:- '. �• � �� . � i :. .f..t.� \. f' •� .i .i bj• � :'r:.,.-;>a�'�r.':;zei.,m.:..K,i;., ti;.`r :,.tt£*w. N/F DONNA \ ��\ '°� �` >t'�l '"' � �� r '�� f J:: ,.,1 >R ' � `� f � 1� CAMPBELL 1 '\ �► / (SCTM 1000-40 0 # \ ,.� ' .lj>a '•<3r:N,'. )tt b ` t 'OM1. j � �`f ; /! /.�"„� e,,..,p)fr F. * `4,. '� �',5,...•"•..,:�f` j I i d r""^f Jw, %s t f •e• l G. ..:'Y'".✓ -01-19.0 ` \ ..`E;.�•� ' r't':: .+;, ''„ .ter •�:•; J , /� � # � , N/F LAURENCE LOSCALZO = x : ';�' % r, r # f 1 O f? •t t` RESIDENTIAL / / : , ' #'. / (SCTM 1000-40.0-01-15.0) :: 41r, :. +►�' ` ,. , j � i t +I! �;. /F ANNE WALSH \ VACANT PROPERTY \ `\ �j. t, �' , I f . f �' i 1# / 2005 FRESHWATER / SCTM 1000-40.0 \ \ ,�• , ; '` a °F C%"*�,, { # i t { / r` ., ` f , : I-If ;°'. WETLANDS BY C.W. / -01-18.0 / �.:; nf .f' RESIDENTIAL \ ° :4 , '. '`pitw�/ J ' ;� BOWMAN, LAND USE ESI„`' AFFIRMED BY NYSDECLETTER 6/20/2018 n i e r � . ,,,„� ,y., � 'N!„�', ''•.' ..r„', Y" i'' � � ,1 � j + Y REAL LL/ATL OtRELO/MINT,CbYfTRtltf10N k YAf1AitMLYT RESIDENTIAL\ / N/F TIMOTHY QUINN SCTM 1000-40.0-01-14.0) rf, SCTM#1000 40 ( # f / / -01-17.0) \ \ • � • °' � ,° � ,� f . , � � � � �, � N/F VILLAGE OF GREENPORT - x b DISTtJRBAN�f ;BLIFFE , f 1 /F RONALD E. / \ RESIDENTIAL EM r { t , 1 r / (SCTM#1001-01.0-07-01.11 / seal T SPILLANE ' VACANT PROPERTY71 Cn \ /F JOLYON F. STERN - f !M 3 SCM 000-4 0 ..: .: �1* . ' 1 r # f j r 1 ; i 1 . ( , :," r- -o \ ( T #1 0. ::' J.: k r I 'f f . l '" f � 3' !, r / LIMITS OF 1 0 / 1 i o -01-13.0 �`. r � i , f f •i ? ( ; . t ''® - � � 0 SETBACK t \ ) \ '.;;. # �` /`,. i i ;° //., l• rt t I�® / (OFFSET) TO WETLAND «� \'' RESIDENTIAL :.- . ` 1 t t f •' # j DELINEATION (BY C.W. 1 C \ /F KEVIN MANNIX \ ' f j /� t ( `� 1 1 ,' i # t •� ; ;� t.s / BOWMAN-LAND USE CL / \ t ; ✓ .; t i , . !. - / ECOLOGICAL SERVICES, / s / / \ (SCTM#1000-40.0 \ ;x. :.. ,. , / r' r '.,` ; # ! /' ` / -01-12.0 ; , �'. r _ ' '�" // INC.) (TYPICAL) E �. \ / RESIDENTIAL/ ) ��\G ifs ;f 'r 1 + " t t# 1. 't issued date description r + i t f 0 \0 N S t ; i .g • n.�® \ �RpROP\,R� �� \\ �� ' ' F# j ## { i • #' �' / 1 7-19-18 2005 WETLANDS DELINEATION DRIVEWAYS t 1 1 ; i j ,1 # - i / 2 12-18-18 ADDRESSED 12-17-2018 TOWN o / P 4 p t r �j''��q ! t N/F VILLAGE OF GREENPORT COMMENTS U `\ / / F C' �` O ) I f' , ?' tt ;# iF t' ' _ - _ i 3 2-8-19 ADDRESSED TOWN COMMENTS L11 r\QpP\�\F\ ,000 / \ ? j t, it r , �r tf , > /, t tl `J f #; (SCTM#1001 01.0 07 01 .1) i / �4P_ \ ! ,' r t t' 1 ?t• r ;t, ff # i / 4 2-12-19 ADDENDUM#1 �j `\ S\OEN \ �(,� 1 ' 7 ;' f �f t'3 � '` ;t•' +f'� � �•f ' � �' / o / R� N/F KENNETH FRIEDMAN \ i #` ° 'i 1 / 1 i t1 r j t 0 ' `\ / ' (SCTM#1000-40.0-01-09.0) \ t ' 1,} �.;: `ao RESIDENTIAL0 \ \ .0. / // issued date description rn / \ N/F ® 00Z c \ DOROTHY A. ,v \ YOUNG o \ (SCTM#1000- \ \ TOWN 0 F +, \ 40.0-01 � / �►' o \ -08.0) 11, N/F THOMAS \ ` SOUTHOLD \ ITAS \ RESIDENTIAL ' RESIDENTIAL \ G P(�RT �' -o. ® '' N ` N F MICHAEL `- --" -- oo / e�►. 100 YEAR \ FEINBERG i N/F KIMON ` s SIM SAN L` ` (SCTM#1000- i ' SCTM 1000- RETZOS \ VILLAGE E LIMITS ��N/F JOHN / / SOUND INC THE FLOOD LINE > - ( # ` _® 40.0-01 40.0-01 o SIOLAS (0 F F- SITE) \ -07.0) -06.0) 0 45COM02000- (510.41000-45.0-02 \ RESIDENTIAL SCTM#1000- ` ` VACANT PROPERTY \\ , 40.0-01 GRZEDONN -01.0) / title \� -05.0) RESIDENT /! SITE RESIDENTIAL ^ ti - DEVELOPMENT N �� \�� / ` VACANT / RESIDENTIAL GENERAL NOTES: `� N/F N/F JILA I , PLAN C STEPHEN SHARIF PROPERTY _ 1 . SUFFOLK COUNTY REAL PROPERTY TAX MAP # �/ �.,, GRZESIK N/F JERAD DISTRICT 1000, SECTION 40, BLOCK 3, LOT 1 . Q MOTEL CORP. / INSTITUTIONAL v 0 i (SCTM#1000--- _,_._- -._- - _-.- - ----- -- (NURSING CL 2. APPROXIMATE PARCEL PROPERTY LINES, OWNERSHIP, HOME - SAN SCTM 1000- SIMEON BY � �/ 40.0-01 (SCTM#1000- ( # •. co• s* PARCEL NUMBERS AND GREENPORT VILLAGE LIMITS ARE �/O -04.0) 40.0-01 � / 400.0-,1 �4o THE SOUND) drawn by: LMY FROM SUFFOLK COUNTY REAL PROPERTY TAX MAPS. RESIDENTIAL;,, -02.0) checked by: CFD o RESIDENTIAL .� °.. E CL 3. LAND USES FROM 2016 TOWN OF SOUTHOLD LAND COMMERCIAL p •l " .- scale: AS NOTED 0 o USE MAP (GREENPORT WEST) & N.Y.S. 2016 DIGITAL ` (SUNSET APPPIVVED 1s*a Fe_ (l project number: 17106.000 o � ORTHOIMAGERY. MnTFI 1 - PLANNING E"„''�,f`,t. soutrlcid io vn P z,nning Eo7;rd 4. SCHOOL DISTRICT #10 (GREENPORT UNION FREE S.D.) 0 200 400 TOWN OF SOUTHOLD sheet number rn N p ` Feet DATE PROHIBITS ANY PERSON FROM ALTERING ANYTHING THE EDUCATION LAW OF THE STATE OF NEW YORK > E DRAWINGS AND/OR THE ACCOMPANYING SPIN EC FIt ONS UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SDI N o AL 1 = 100 SUCH ALTERATIONS ARE MALE. THE PROFESSIONAL Q ENGINEER MUST SIGN, SEAL. DATE AND DESCRIBE !L THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION d „F (NYS ED. LAW SECTION 7209-2) OPEN SPACE SITE DATA: 17.2 ACRES TOTAL SITE AREA (749,232± SF) ,. 13.4 ACRES BUILDABLE LAND (PER 280-4) � 2 ( "x X X % xxxxx ,S 23,3412D�i ,, (577,644± SF) (SITE AREA MINUS WETLANDS AREA) x x x x x x x X zx x x x x x #' xxxxxxxxxxxxxxxxx �x ''"""""�--- r 309 OPEN SPACE REQUIRED (PER 280-137,A/(6); v j 7c T x x x x 'x x x x/x xxx 4,eZx x x x x x x xAK 10 R IV �l ` ,I x x x x x x x x x x x �JNI'11$YUt61=Dx x x x x { x X x % x X/�X x X X,:x J (4.021 ACRES) *74 J x x x x x x x x % x x x x x x x x x x xJx x �x/x x x x/x % x � 1y 1 x x/x x k x x X X x x/x x ,/x xf x x x x x��x xe''x x �t x x X X X `x x /, S+ 21 53.0 =7.03 ACRES OPEN SPACE PROVIDED x x x x x/z x x x x�c` x x/x x )l x x//x x Jc x x x x ,�x x,•'x x (306,117± SF) xx/xx xx/xXXxx/x x/ xX/Xxx/Xx,4x �/X'""%..''"X -33p > X/:x x X x JX`x x,x' x xF x X/x x �( x //'x x ;/X x x X x % +E Ip6,,pp, C STORMWOSWALE/ X x x/x x �i x x/x x �!x x�x x x x ,�` LIMITS OF OPEN SPACE ! x x x 1300 Walt Whitman Road,Melville,New York ATERRETE --- X OPEN SPACE AREA a gREA9W Nrro �x x/x x x xy/ x ,,! x X,f x� x PROVIDED (TYP.) � ` Phone 631 300 1010 4 -- tr F x %x x x x x x x x x / x ; ♦ / 1 hon MITS 0 RAIN / ` x x x x GARDEN x x x x 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 x x x x x x x x x x x x x — STORMWATER / �N RETENTION AREA x X/ x x/x x x x x �JC % x x 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 owner/developer: � 'r a x x x x x xxxx % x /x / R, !+� NUS CONIFER REALY LLC /% WETLANDS AREA (3.91 ACRES PROVIDED) 83 E.Main Street,Suite 600, a 1 �a o O 6 a x x x x x� x x x x x x / , 3? Rochester,New York 14604 :t II' g RAIN \ x x x x x x x x x x x x gTGARDEN/ ! LAWN x x x x x x x x x x x I BLDG.1(TYPE C) ° /• / /j ORMWgrER y / _ V Z W RETEN770(y j 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 � / / Site/Civil Consultant o ENCH (TYP.) x x x x x,.x x x x/x x / / � NON- DISTURBANCE BUFFER a x 0 x x x x x x x x x x x x x 0 x Xxxx x x x x X x,, ,,/J r,� ,j / 2QQ5 FRESHWATER — x x x x x x x X X x xr / / / /J/ ♦ WETLANDS BY C.W. i - x x/x x x x x x x X,% '`! ,�` ,° BOWMAN, LAND USE ESI„ x Xx x x x x x x %x x / ,%' / x x' AFFIRMED BY NYSDEC WETLANDS LEGEND x x X x x x X X/x x / r ,, / , x X xx X ��, /r° �/ ,'' x x x X/x x �.i LETTER 6/20/2018 ■ x x x x x x x x x )C J, / / x 'it L x x x x x x x x x x Tipx / x.'x x X` x x/x x 0 /'' ,% ,� X x� X rx x1`x X x xx % �l ,-� L K MCLEAN AS30gATES, P.C. x x x x x x x x x x x, t / 3? x x x x xxxx xxx �'f :X X/ x x/x x x x,/x x x x x x N �I)I' vi._ FLAGGED WETLANDS 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 / '• \ AS NOTED LONG ISLAND, NY x� x 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 ° ! 437 SOUTH COUNTRY K � ,/ / : / B l: 631.286. NEW 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; WETLANDS LEGEND SITE PLAN NOTES & CONDITIONS (CONT.): SITE PLAN NOTES & CONDITIONS (CONT.): SITE PLAN NOTES & CONDITIONS (CONT)• 19. THERE SHALL BE NO MORE THAN 50 DWELLING 21. THE PROPERTY OWNER WILL PURCHASE AND INSTALL 23. ALL EXTERIOR SIGNAGE ON THE PROPERTY, SHALL PARKING AREA LANDSCAPING DWE_LLIN_G UNIT SUMMARY AND PARKING CALCULATIONS _ SITE DATA TABLE(Revised 1/4/2019) _: 2005 FRESHWATER WETLANDS UNITS. ACCESSORY APARTMENTS ARE NOT PERMITTED. A BUS SHELTER AS SHOWN ON THE APPROVED SITE COMPLY WITH TOWN CODE. ANY FUTURE SIGNAGE (in occordoncewith§280-95) NUMBER QUANTITY MIN.LIVABLE MIN. MAX. - PARKING PARKING PARCELSCTM1000t140.00-03.00-001.000 BY C.W. BOWMAN, LAND USE 20. THE PROPERTY OWNER WILL PROVIDE SIGNAGE FOR PLAN, WITH APPROVAL FROM SCDPW, WITHIN SIX NOT SHOWN ON THE APPROVED SITE PLAN MUST AREA i7 of Interior Interior Perimeter Perimeter ��, ESI„ AFFIRMED BY NYSDEC BIKE SAFETY AS FREQUENTLY AS THE SUFFOLK MONTHS OF A BUS ROUTE BEING IN PLACE. THE BE REVIEWED FOR COMPLIANCE AND APPROVED BY stalls Landscaping Landscaping Landscaping Landscaping OF PROVIDED AREA REQUIRED LIVABLE LIVABLE REQ'D PROYD ZONING:HD(HAMLET DENSITY) , rr COUNTY DEPARTMENT OF PUBLIC WORKS (SCDPW) DESIGN OF THE BUS SHELTER MUST BE THE PLANNING BOARD PRIOR TO INSTALLATION. Required(st) Provided Required(s,) Provided BEDROOMS (SQ.FT.) AREA AREA LETTER 6/20/2018 (stalls x iosf Isr) (4'x W (sf) I TOTAL SITE AREA:17.2 acres(749,232 sf) . WILL ALLOW IN THE STRETCH OF CR 48 BETWEEN SUBSTANTIALLY SIMILAR IN APPEARANCE TO THE 24. PARKING FOR RESIDENTS OR VISITORS TO THIS I2so 23 PROVIDED PROVIDED PROPOSED 100' LIMITS (OFFSET) THE SITE'S DRIVEWAY AND MOORE'S LANE; ON BOTH in+s areas perimeter) BUILDABLE LAND AS DEFINED PER 280-4:13.3 acres{577,644 sf) (EXCLUDES WETLANDS) OTHER BUS SHELTERS LOCATED IN THE TOWN. THE DEVELOPMENT IS PERMITTED IN DESIGNATED I z0+sta8sl ATTACHMENT (SQ FT.) (SQ FT.) ->* -- _� PROPERTY OWNER SHALL MAINTAIN THE BUS PARKING AREAS ONLY. NO PARKING ON COUNTY r a+iota o i67 iaaxa=7sz lzze Cat'or-ti •"' „r ':'.;besaipt,o,� . . }iequ+red '.; 1. Providzd,,':x FROM WETLAND AS NOTED SIDES OF THE ROAD. THE DESIGN OF THE SIGNS 3): 280-22.A. Permitted Use Multiple Multiple Dwellings WILL BE IN ACCORDANCE WITH THE SCDPW. SHELTER. ROAD 48. u 19 0 387 214x4=856 1703 TBR 14 6001 714 - 794 x1.5=21 20,plus 4 Dwellings 22. ALL EXTERIOR LIGHTING ON THE PROPERTY, 25. EACH DWELLING UNIT WILL HAVE AT LEAST ONE 9 0 isa 223x4=a9z 1703 landbanked IN ADDITION, THE TOWN PLANNING BOARD WILL SEND INCLUDING LIGHTING ON THE RESIDENTIAL UNITS, DESIGNATED PARKING SPACE IN THE NEAREST IV 9 0 226 252x4=1008 1967 280-23(Attachment 3) Lot size(square feet) 20,000 577,644(13.3 acres) SHALL COMPLY WITH THE PROVISIONS OF CHAPTER v 19 0 109 228x4=912 1982 2 BR 22 6501 868 973 X2.0=44 43 plus 3 SITE LEGEND: A REQUEST TO THE SCDPW FOR ADDITIONAL PARKING LOT. EACH UNIT'S PARKING SPACE SHALL CB 7 0 249 130x4=520 1214 I 3 14 I '. landbanked 280-23(Attachment 3) Lot width(feet) 75 1250+/- MEASURES TO PROVIDE BICYCLE SAFETY ALONG THIS 172 OF THE TOWN CODE, AND THE LIGHTING PLAN BE DESIGNATED BY PAVEMENT MARKING OR CB)BLDG3 11 0 15E 137x4=548 689 (widthofboridobietondl .a�Mmtt(ttt� PROPERTY LINE PAGES OF THE APPROVED SITE PLAN. ANY FUTURE 3 BR 14 650' 1181 1264 X2.25=31.5 32 plus 280-23(Attachment 3) Lot depth(feet) 120 660+/- STRETCH OF CR 48, AND IF ADDITIONAL MEASURES SIMILAR. ovERrtow us 3 r ` •`ter EXISTING WOOD LINE SUCH AS PAVEMENT MARKINGS ARE APPROVED BY EXTERIOR LIGHT FIXTURES NOT SHOWN ON THE 26. LOW-FLOW PLUMBING FIXTURES SHALL BE USED WITHIN Total 202, 0 1,454 5, 8 10-zsa landbanked THE COUNTY, CONIFER LECHASE CONSTRUCTION WILL APPROVED SITE PLAN MUST BE REVIEWED FOR THE RESIDENTIAL UNITS AND PLUS (deprhofbutTdobleknd) � h .-. " ta' ';T' t ,: THE COMMUNITY BUILDING COMM. ; ;r;';i=: ,,:;'_t ;'J: ' 0 PROPOSED . CONCRETE CURB lots i;;.zr;;:..9:';';.,I ,,I ' ll ;, :'; ;`''. "'`.-e<"`':;:I'>'s:';;,.€ ";; '"y"i ;,: 7 280 23(Attachment Front and feet INSTALL THEM IN THE SHOULDER BETWEEN THE SITE COMPLIANCE AND APPROVED BY THE PLANNING ON THE PROPERTY. BLDG, �.�-' ;.:: .:W;,y.,="" :'; zo•,,,;;, Y t ) 35 84,4 -.-.--.- PROPOSED CHAIN LINK FENCE D IVEWAY AND MOORE'S LANE. BOARD PRIOR TO INSTALLATION, ..,� r„ , 280-23(Attachment 3) Side yard(feet) 15 96.4+/- 280-23 Attachment 3 IYY\ PROPOSED 10' OPEN SPACE PROPERTY LINE (NP.) TOTAL 50 ( ) Both Side yards(feet) 30 3753+J- . N - LIMITS OF RAIN-/� - - 97 102,plus ill . BUFFER UNE J UNITS ". landbanked 280 23(Attachment Rear Yard(feet) 35 402.6+/- A PROPOSED DRAINAGE FLUSH INLET i GARDEN / � I 'Per(vote 2 in 280-23 Attachment 3,one-bedroom units may have 600 square feet minimum;minimum 280-23(Attachment 3) Maximum Lot Coverage 25 6.1 STORMWATER DROP CURBS TO BE INSTALLED ALONG floor area of all units may be reduced up to 200sf formoderate-and/or lower-cost dwellings. (%) (bui)dingarea/buildable 1300 Walt Whitman Road,Melville, New York ® PROPOSED CATCH BASIN v S 23' RETENTION AREA J A F ESSIBLE ROUTES (TYPICAL) - LOCATIONS OF `Per 280-137.A.(7)(b)At least 50%of the total number of units proposed must not be larger than 1,200 Iond) 11747 PROPOSED 34' " LIMITS OF BIOSWALE ' J(8 PROPOSED STORM WATER i Z1 � - 20 E � ALL DROP CURB ARE IDENTIFIED BY I square feet livable floor area 280-23(Attachment 3) Building Height(feet) 35 21 Phone 631 300 1010 NUMBER OF PARKING STALLS r / STORMWATER TOP/BOTTOM CURB ELEVATIONS INCLUDED IN 280-23(Attachment 3) Number of stories 2.5 2 i i,u TREATMENT I RETENTION AREA LIMITS (SF 10' OPEN PROPOSED ADA HANDICAP _ RADING & DRAINAGE SHEETS D1A-D1D. REFER 275 Wetlands setback 100' 110' owner/developer: f" :` SYSTEM I SPACE 2005 O--S EET S-2 FOR CONSTRUCTION DETAIL CONIFER REALY LLC ACCESSIBLE PARKING STALL ifl ( ) SETBAC C E.Main Street,Suite 600, -t N / 280.78C Parkin Stall Size 9'x19' 9'x20' g PROPOSED ADA HANDICAP 1 I h / /'� -/// - 0 280-107 Building Length 125'max 116'max ACCESSIBLE CROSS WALK ¢ O , ,// / �- Rochester,New York 14604 yW f3 1 , / 7 /,y 427 > 280-107 Building Separation 2x max height 42(2x max height of N PROPOSED ELECTRIC I 35 f TRANSFORMER a ,// 2 J/ ,/ y 3 S 21 23' » --� AFFORDABILITY NOTES: 21) 0* PROPOSED SITE LIGHT 2 f ca 1 Q� // >/° ! // r'/ L J / /A ,© 30 E '� 280-107 Accessory Building 20' 20' Site/Civil Consultant t� b ,' ''• • I trj m Jy / J /` 6.00' Se oration �e' z :••.�✓.,�:;:.''••:'"' � � ^ O� � /' U r' ,✓� � � '� a. In years 1 through 50, the maximum rents and maximum family p 280437,A,(6)(Attachment Minimum • PROPOSED BO(URD LIGHT e- - �' :'-`': CIO2 .� / / "CCZ ,� ' + '� - income of tenants be in accordance with section 42 of the IRS Open Space 96, 30% 53.0% _89 Q 6) 15-39 acre site ((areserved1buffera,w- 1. e e" 1 ,/�` ' ' «.. tax code, or as Section 42 may be amended in the future. fifty ® PROPOSED SANITARY MANHOLE '• �'. � •..,i /l coLn we,"( d /bu.,ldabFekmd) : .. 1 J/ / a JcI L IMITs 1100 SET / , 1, F;-,-,l PROPOSED HEAT PUMP UNITS s 1� \... �'��' Lt tS: , AND CONC. PAD �'' '' .{ _,r r / ,�' /"VJ 0l� //\ 'F SE`T) TO WETLAND, Q d N Z percent of the units shall be affordable and reserved for 280 137.A,(6)(Attachment Minimum Buffer(feet), 25' 40.T(minimum) '4 iso /✓ ' °- J ` �� 'r households earning u to 50%of the U.S. Department of Housing 6 15-39 acre site \ PROPOSED DRAINAGE SWALE ::':C+ :.:'•':' :''•:•• / ✓ O p7,� / IiiL' EATi(SN Q( C. O �^ f' g p p g ) (i00"jramwetlonds) , , k 'I �' II } / / l BOWMAN-LA U e OS (/ t and Urban Development (HUD) Area Median Income (AMI) for 28)-137.A.(6)(Attachment Minimum Open Space 10' 10' 0 J , .~ ^ '' o Nassau and Suffolk Coun PROPOSED STREET TREE z }:•�� >=�. O ,f` , ECO 'GICAL SERCES; /` ty (or the current desi designated ell rah 6) Setback feet �r'INC` (TY>51CAL / / \ =�'t and 50% of the units shall be affordable and reserved for 28D-78D Entrance Exit Grades Does not Does not exceed 690 f IV NON- DISTURBANCE BUFFER . •,�...... - / / % / ,, , Ei tt'< L-�m �i� ' N ..•..'1 �. . '. ,/. / / .1` .` ,•' L households earning up to 60% HUD AMI for Nassau and Suffolk exceed 6% within 25'of street line L K MCLM ASSOCIATES, P.C. I , •� / ; p within 25'of nor SO`Ytl at an other i� .�..•-:�-..} y , .� /'` , / / County(or the current designated geography).Year 1 begins upon Y f ' ' . N :: .:•.,'. , 2 ASS STRIFT` PROPOSED SILT FENCE _ : M f / / , / f street line nor LONG ISLAND, NY point �- (UMITS OF CLEARING) YQ 20 g W' a I ''' :o.•:.: ...Q....::.... FO VE ICLE / /J receipt of the final certificate of occupancy. 437 SOUTH COUNTRY RD., 3 - i .,117.5 ,:. BLDG,t AVERHANG P. / '' 10%at any BROOKHAVEN, NEIN YORK 11719 J / / '/ ' other in I Y g 2 ' �'' ' TYPE C) _ / b. From year 51 on 509'0 of the unit II t -p-- PROPOSED CONSTRUCTION FENCE P y a W LrJ ::;')'� ~' '' :I' �' ': : ;::::� BENCH (NP.) t ,/ / r �°� Y s Sha be affordable and reserved Tel: 631.286.8668 e \' / f 280-105 Fence II . .. �- ..�... ••.� � AU: INTE TOR,/LANDS D O r`' for families earning up to 80%of the HUD Area Median Income for ,walls or berm 4' 4'max. W P7 ° ' % ISLANDS` IN rPARK1NGS;LlV / L. height in feet-frontyard • .. , / / / J Nassau and Suffolk County(or the current designated geography) LO o ' TO CEIVE M9UNT9 �11RB r- / \ in accordance with the same formula used in calculating Section 42 280105 Fence,wails or berm 6.5' 3'max.for beans/ I r -t' � :: '':''':'''::.':': _ _' R ER U' SHt=ET CL OR DETAIL ,r _ ,, ,��IY /� / �\ height in feet-side and retaining walls;No 00 SURFACE LEGEND' 1 f ''fi° 126.0' x` �r ` NPI ) `f J' / '/ Jj/ i '� rents and income, rearyards perimeter fencing �' r_ �' PROPOSED ASPHALT J•i•� I - . ^''I r ' j / / / � f ,�,,,, w ,; ,,:a ,;'g / / r' / + ® / c. The owner or manager of this property will provide updates on the 280-117 Freestanding Outdoor 14 14 AV f Z I I :1 �9.0� ✓ / / /' / AMI and utility allowances to the Town Planning Board and Town Lighting Fixtures-hei ht VINEYARD VIEW D N1PST R / r Y'. P EMENT t 28.5 �` t �" TYP. / // / i g e g g '`F' LANDBANKED s y�;.;F,C"�,''I' �;�, z� '( ) ':i, / / ; ,-" ,'.""' ; 'TYP.)� J/ / / / Government Liaison annually, in feet above ground x, : ,/ w' NORTH ROAD I -f ', y : ;,:,' tine `Cf / / CJ t,, d G ♦- "„ 5' „s. level P 0 _ Fa R POS D E COC rn .�` N RET ;'� :; ,.;: / AO :f:,�J N TOWN- O N F O S OUTH LD O N.Y. 1 9 9 PAD I Q 3 SIDEWALK �r EWAL ,�° 1 K t s� 4" ,:6 :3 (yam 4 / OQJ' /// /y,8 4.5 4 1 <� r /i , OR I�•' ��^ x` � PATIO •.�• ,>� , o M IT OF t, r / ♦ LIM OF RAINr A' BUILDING SUMMARY' '.l''"I'-l•-'"I' Vin'' 's i N /' y:`:';' :•,: ' ,.•+-. -_.. m�:" "r_,, `.. ^ 'z .. :: :" OPrFKi SP�CE O J j ID TYP E NUMBER OF UNITS MAX MAX MAX. LIVABLE BUILDING P OP :TO :"� --'�" 27.0 89.0' (20051/SETBKCK / GA EN PROPOSED BUILDING �, 6'. q°,, .:,; . p ST f2MWATER NO• LENGTH LENGTH WIDTH AREA AREA ;b., , ,;,;::: } 24.0 TYP,r � (SQ, E ,��sf� � .� g' ,,. :,:, L 1 ( NTIO AR 2 4E EfE ;, •t E /•e �C. R 'D y l ,� PROVIDE / Q D FT. FT. S / f,2, NP. / / c ) PROPO / / / -} SED LAWN AREA , Ir f FT, FT. �:::f / ,/ / t ) t ) �+ B / 1 R / 2 R SBR I ,IMI / t T OF 0 / 0 AC I ,/ / K f BLDG,2 / t I; i 1 C 6 2 2 P 125 TY E B 115' 6 5 8 // 727 6 ,' 1 88 'z t ) 4 � OFFSET' ' TO ETLAPfIj'`� ,1 . I< / / ( :': A" LL ( R R/ N LADS PD Is GA E +� / 2 B 4 MA tV`TE IVC 2 125' PROPOSED, VEGE H NP. , ELW ' TION BY S $,99 6 296 TATED AREA ( ) EA �.w. , 1 - SLA R ",•; r S �PA TNG /�R EA I V S / ! e HE B 4 - b 2 25' N-, 1 BO MA ].7' LAND 1 [� SE 54' 8996 __.. •'� A 6 255 ) I TR SH RECEPTA CLE P TY T E N R MO A E N BLE UR ,�" N T y ( 1 f\ 6 4 �%F G A ECOLOGICAL A o t� 1� L z M G RVl S 4 i 125' 63' 5 028 3193 FE ER - I fi0 , ;��' .i' fiE rs `=�s` -2/'POR F{{. ETA L y,` PROPOSED ,d R POSE D RIP P RA 1; ' I / s 'tt: LN C. / TYP(; A -�.. AL 0 4 1 25' /' 1 63' �� 50 ;x',,.� � ( 028 5 1 ,r; M. 3 91 '•o� NP. iV CAL , y' i�w :t 3 /� 2 3 2 1 S' �H 74' 0' 5 `v ,.� =71 5591 -,� <:�;^ ,�° 3 730 / PROPOSED STORMWAT . " s.,.:.':'::'s 1° Q ER 7 D 0 .� :`;�.c;:%%'s'•%'%-;'r':; :�.: :'"::';':;-'' <:•� 3 125 4' h` / 50' S 591 _ ,�`;" ;,$�;� �- 3 730 o tx• , :::4•::r:::.. 1r P i >'- TY ; ;` RAIN CARD '-:,-_; �° " EN 0RBIOS -�.�WALE �;': ,,,~%�°;.,:.:� °{;�, :�• �,q, ?,,.,. ,, . . .... ,�. . . $ COMM r.;- �.! , . . / /a ,;a 3'& E . r., .,. ,. ... .":is ,••�' F„S ,g",u.. t ,. , . .. . . . . . . . :. .. -•, '. '. °:�i' 2 649 %ff y, �';'„m d (��[,,`�` of ' ri.i,., e�.;r ..n .... - ... • \ �s ArJ / O$ � P / BLDG.IA aO { j%ti05 FRESHWAOF>` T0S• m�`Gi' ,Y , , , ,r,.s fs. r ..: .. s. ) .. ". .. ...... ::/ /y�y - ;A$.Y'r 'f. �'y'� �''",''•�^ '"•`{;,"}i ITR _ . ,/,PRJ MAINTOPOSED CON R :�.; �C ET �' ro f 8 W f �;.;�.; ' � > :iii0 / ELANDS BY °�. s�' ,,;':'� Sooconifer* _ r1 . ' t�., PLAY R # �"°;',. l HI A Fla -,:- ,� u 7 7 r / L FE A EOE El0►YE NT N Q H D QQ E 7 ON k NAf EYE f °b J" FLA f"i's� ,Z. „E : TWORK ,,..r,.� ,,.,. ,.,;i:wr' p ,.�.. r'% a WITH PERIM 1 ,.,.,.,".",,,.,, ,.... ....,..: .,... . .. N, ESI . . . . . o ,.,..,,., < :,.;...>,,,�,,,,,:L,., +9 � tom„ t 1. r'/ ` ,� � / / BOWMA LAND USE ' ":' u s .,si.,r. < ,, r/, „rz!y,�r S1 O L,..,,,. ,. .... / . .., . ...,... :.:... .:.. . , 4 ,, ,'' // AFF _ ... o . . HT. . ''.''-:- 'IM F IRMEO BY /� ,. � ,�v�>�, •�=-• L res' o /N NYSDE t 11 . f r. �:z ,.,. Q Try., r»m,< ,'rte'., .r',� ,y_ � r y' o IOTA o O O LS 14 2 2 4 1 ;;%<� :is � ,r. 47 957 35 33 / 2 / r'1 o P ,,.. ORNAME I o ROPO EN o SED Y PLA GRO .. . , , . .::.�.:.. 24 UND �: .0 ; ` �::,,�. GARtS .t EN s ,� ;.:. LE 0 0 TT 6 20 20 8 L '�`�`� N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � EYAR 0 0 0 ;fl r:<;:':':'•`:U•;9<•:: ' '°"` '' Alf dimensions have been rounded u to the nearest w 1 0" o FENCE o t] STORMWATEI✓y i p fa 0o TIL '- " � _ hoe t. .VIEW rt.�::. i. , < L /< i 'z e f /' ?'Li, i BLDG. i'`r'',ny'. o. 3 f Den s,•.' w', ed er28 E. N 0-13 . e 1 / 7A,d seal �1 -r• 6 f A 1, N. ET hfT10 AREA' fi' ,,moi/, r 'd71 ., SIGN � (TYPE r, n ,rte. (TY ) 15. 0 F, ,:., .. Per280-137A. 7 c Total buildln Cr �' y^.'s"'"' ` �v ! r 1r) area or the u ose o this section is the.cumulative amount o / ,} it ,;. ,-..,; #" z ,/r / 9 r f PrP .�AR � � f -�.. SEE.' F�.J:. 31 t" � BLD .4 ":n: H,-'.� G - G xf f / w.a,. , 0 24. 0 / livable t ;:�>" le or O o area as defined e ped bel LLAGE" ,� 1•`°°'" C\ all dwellings. I^ fl n s.Tota!building r . ' a ea doe P. F. �:-y'-''-" f snot includecYu clubhouse o ::Y.�, of use or � .,: �, •i. 9 g� PEA : - g �": (TY r.. ''NO E�' �,. ) / f/ I • • ,s,, ,so, SOU E. Oj <' :;" / / •� ±t`" g •ADAil �° i i1 •W KW. sm aram t�• AY. eniti es stru AI, f `r [tures. t 0 '89�F � J i 5 rL' . �, 8L J '. DG.6 9:' P 'De i 5 -�Lti E•wM ped er 280-4 r AX: < f t SIT �<" / E SURFA R CE B EAKD VJN 4 r- r3r„ O �•s I f (V k+ m - r. \ -h "t I. ^i .� r s q r'~ fi N%k Sw ace r `,'„s. Type "�� Area F ':+!•i''4 S Pr 5P e cent f - � O At4�, .J� Total Area 87.� O J 5 I ; i� fJ r l °<54�, .S ri N s r r�y,4 Buildings -ss 1 iT0.8 ti 4 �G f "Y°j 'J ✓ ,A{ /n sr' H. �. c. \ (IEC�R / / 3 a" 1 e 8215 yap' / / 1. / 9 11.0% ., �` `r. Pa I L"K / vements s `u / Jam. 1 LL RI " E O1� LAUDS O � • LTV T CASED yry en Ir(frastr udure 0.3 q,' f / P 1.796 "'/:,.,_ i -1:: r fx IS DS N P KI =�° NG' AR I z'S �;7";' ��i`a' t�U r i, rrf�'� t O''�'�-' %�r E g �:/„ Nat I M1.vER" i'%�'" ura ndt r U Stu bed 18 / 10.5 s C % ,a O - RE•FIVE OUNT° AB '►tAPLEs�:ill: L CU � � g. „ Area w' Pu O s dhi i,% n �� `- .RE1WN. •'RACKS-- I M 'Sf -i;;:<; ;:�, EFER ''� :%s TO HE S 'F IL Developed Area of ,. . 0 R 2' a< - _,,.. ;. ,. • ., ,.....,, �'' may,,.,; y,," /// �." r f ��:� MATCHLINEjji" / A Sde i ". 7 ""/ fi S2'" ,rrrt,a ,,�" >': ICA _ ,/ - --=--� a issued date e d seri ti 0 ,,.. e on a] I. a.> .tawrt." a --��-- P r. / Proposed 4 / ,.,. % Lawn 1.7 d u.., a ,.`i. v, l , err, x'a� .ice, 1H,, / n s< rt r'i /; /i F- F >- r o/ E a N z. ,r a•: ARK 1 Proposed u y; N r;: Trees& I /ii. 0 6% .�', ,r. FTs%;",%"r?`',`'-'' ;,{: y s's`. 19-1 5 8 200 W S DF1 INFATION ;� ,% / ETLAND, MM N ''' ` ' P .. CO U TTY - -. 3 ,. < .,<,. ,s.s`-� � 'ss Jamin - t Beds ��. J//J / E ;l O O EN C NTER& < AC �:` E lL 59 i''' 4 er%>. Ll P ) P J i' /f `� J Area 9r w:�: 4 / e to be 10.6 -. '. ., . 61.6.n 2- S r LEASING ''%s - ^t 8- CK DRAFT RA � ;� FT IN GARDEN CHANGE tt / a R ��•T-pp I a.RPZ' "Y' / s / Preserved ti`s.:" $ n i'''f F O FILE ,/ I f / ti J UJ } /t 11 Total ` ( / 100.096 s nf. I C �' 9-2 CC 3 8-18 PR i O RE. PRINT 0 54. 4 ti. I 1 36 `� 2 t O / r - t / I 'Y. $ / 7 to r o A ea to Be - /� 6. l 6 w I 383% --- %&z" 8 4. 4 . �. / 1 - o /` 8LD .7 G / t 4 1-20-18 I / � RFVIS D VILLAGE SCJIIARF �::: E I_ C r ;r ,. t i Disturbed // L bed / f / ,R. PE D Ct` r �, � /, I /' f J :t. GRAS / d R ' '-�'�� :� S RIP t - - T L7 5 2 7 18 A D SS _ _int O %•:. ,/ , ;. � ,ST � D R D 10 S J f IT �• :w�-'': E PL S .N N :,. OTE_ A ND �9 - /`J NDITION�. J o T E, .�,'...'� . ,,">;,%.�.�;:�;..=tr+ '". ,FOR yEHICI� ,, COMMENTS 1. BEARINGS ARE REFERENC ED TO LIBER 11957 OF /' ,.:.;i, "887.5 ' " ': , 1� 18 ADDRESSED TOWN COMMENTS � SEE �'. . �',.,.. ... . .. �._. ; - OVERHANG , p DEEDS AT PAGE 433. / / J CO CR • E WH1=EL { :%" :.° '°ht'; ' iJ/ .e, ( •),,r / _ t`( .' / CD / / / r W / ! 2. I M / / THS AP A SSUM J ES THE A A10 BLDG. / V ILABI s LILY OF . PUBLIC � " -;•",.;�y,,, ,/ o; /STOP TYP c '. Ti ,.�. '15.0 / J/r / / 7 12-18-18 ADDR SS D 12-t7-20)8 ( I n t TYPE A f' / / r - SEWER AND WATER FACILITIES. u . wrn :' / , � :i4,. ._ /' L ES ZONING rn <-` ,:'. :. . :Y:� /r / /; TOWN COMMENTS REQUIREMENTS / / / M S / Q MENTS ARE RECOGNIZED I' :�: : :i5• - , : y .'' ZED BASED ON THIS / \ t. " . <,- a... , , t . / /` issued date description CTI a . • n / / LIMITS OK BIOSWALE;/ / Jr _ •f Ln / /' ASSUMPTION. ,: / ,f , -tom, '° ".:rL,;, rn rn I" 35.0 N J '� ST #MWATER / y,,..,/'. / C i / Q ' ^ '_°;;," '"DO" :':�."' ":'.:-:"'.. / /r ' /`/ J / / f ` f ,/ 8 1-3-19 ADDRESSED 12-21-2018 Z / / / / / 3. SITE MASTER PLAN & BUILDING LAYOUTS FROM , / %/ \� � •: =�„'o a ;.:%�:%,%• ' ,' / - ; / ' RET NTION'"A / / ,�'` \. F. ',','t" 10 OPEN PAC - /' !` , E R : f 20.0 / / / /'� TOWN COMMENTS ADDED '3 BY BEATTY, HARVEY, LOCO ARCHITECTS, � .� , ,,,/' ;;.,�;�rn :_ ��'°-„ // :rJ / , �' / v ,e/ / &< ., ,<,. 5 t3ACIt/PROV1bED / i" / / >/ /' ,✓ � NEW CONCRETE PADS TO SITE NOVEMBER 2 1 a / /' /� ) / 0 7. 9 � fvIITS F RAIN ,'' /' .,, (TYP.) „ ti; �i / . f' / / / ,� 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF I / cr: �" i CARD N // % / / / / % LIrFF S 1 0' ET ACK ':.ry / �� +• NOV. 13 2017 BY L.K. McLFA I / / / N ASSOC.. P.C. /� MITS F RAIN GARDEN / d f / ill i / ff jt dRM ASE / ,' / U / ST R /r r / 9 T0S T '�/ D5. /` LAPLAYGROU t�t�.� ,r(S / / ) t-23-t9 A SSFFI1-17-7n19 ND DESIGNED AND CONSTRUCTED / ST�3R WAfi 9 DDRF TED IN rr M ER ,R'ETE TION �F2EA, / v 1N A E TI ON „/� / / EA J/' ACCORDANCE WITH SECTION 1.02.01.C.6 OF THE /' / ' / / / f ! / /l �� / / DELiNEA'I TUN° BY'°6C. f / TOWN COMMENTS / .SANT fARY / ( f C NEW YORK STATE HOMES AND COMMUNITY / �' - : -:E.Utv1F:' </ rOWA A'7�N- '� O t,, / i / • �40!RvVEHIC AS /SIR : /' s G , / 'Vr ND USE ,/ 10 2 8-19 ADDRESSED TOWN COMMENT U / // / / E RENEWAL DESIGN HANDBOOK. I I // 6. ALL PLANTINGS SHAH COMPLY WITH THE NYSDEC EXI NG TRE ' r/ / R 11 2-12-19 ADD NDl1M#1 AND AGRICULTURE AND MARKETS REGULATIONS I AR TO REM IN /�/ / ! �' ER NG (EYP. / / /r Oh �Q- // " / / ' I,NC. TYCAI,, /' / ,,` 11 �.. ' LZ CONCERNING INVASIVE SPECIES. DISTU ED/ // J// ' / // / /% \ UMP T/ER / / / [- '',`,,,0,\'-- / /�\.J� /r / /11 4 // / / 7. PLANT MATERIAL SHALL BE INDIGENOUS OR /r' /' / / / / / ,/ / / f /` //'/ / / NON-INVASIVE TO THE CLIMATE AND AREA, r // / / / / P. w / Y, .� ' _O / /✓/f// / J' / // / / ,� /f � // NON-POISONOUS, AND BE SELECTED TO / U / -\`: /' / ` r •ai MINIMIZE WATER USAGE AND MAXIMIZE ENERGY '�/ /_/ // % '�' ) / z ,/ "•`::•.: ,' �: „ 1/ / / /J' ,/ / ;/ ,/'' ✓' /°/ / /� / / a f / / , _ LIM, ITS F ')O ET CK / Q / /' / ,�/ / ,✓ a EFFICIENCY. , / ' m / w� , `� `; / / /' / / z ( FF�Z 0 T ND / �r ir c� ''� ' / l ,J/ / / r �'`r a/Ui 8. PLANTS TO BE DROUGHT-RESISTANCE AND 9 ,/ '„ Z / :' � /� / �;', :.; ..:;, / / /� /% ,/ ; ✓ /,/ / �' / DEER-RESISTANT TO THE MAXIMUM EXTENT ) -R••��7 / /' / / DE/LIN 10 �B C. I Q LI. r / / / 1 / title LZ POSSIBLE u (n EOLrtN • CO© C4 OW 'A I- N l o / ? / // / / / 41 9. VINEYARD VIEW SIGN DESIGNED, LOCATED AND ,✓/ / / /C� Q � RDE / / � I Co / � /� / /s / s/ / / , v SIZED IN ACCORDANCE WITH TOWN CODE 1 35 S QAC '�Cy cn ST MW ER // / , / / / QR A , •% t / ET D O LI TSf� RAIN /{ �/ r / i ��U' j 10. STREET TREES SETBACK MIN. 5' FROM I //LIM FRS / C )/lN CA / W E/ N RFA// z 1�RDEl,(f/ >?°i / f / / / RIGHT-OF-WAY. QUANTITY AND SPECIES TO IN I r / I/ % PRQ ERTI' 9 / / // / � RMWATER i f // , j/ �`� SITE PLAN ACCORDANCE WITH TOWN CODE AND AS , II • �I JN / O /( /,/ / �� • RETENTI N AREA / Li / ,/� // / p'15� criDIRECTED BY THE PLANNING DEPARTMENT. I to t / 0 / U / / U II / ROP URS 0 � •'" ,/ c 11. ALL STREET TREES SPECIES WILL BE /` \ / / B T `` 8E U�ISTA - ONG// J z / / ,/ ,r` C) I / � / / AOCESSI LE UT j7�1�C�AV/- �CATIONS 'O � � � � '' � / � ./'WIRE-FRIENDLY /`� � / '/i 12. REFER TO SHEET E-1 EXISTING GOND I ALL RARF IDE YIFIED�'BY !/ } / PLAN KEY (TIONS & / Z/ / OP/ OTT� CUEl NCLUD0 I ,/ /!R tet p� ,' 3 REMOVALS FOR ALL NOTES AND CONDITIONS I �33 J / /°�//` / - ,/� (0 RELATING TO WILDLIFE HABITAT PRESERVATION �Q• / '-' ',// G eDNG' & ,_ INAG )SHEETS/D1A-{D1 D/REFER / I //�z ©� ,/// / \ 0 13. REFER TO SHEET E-3, EROSION & SEDIMENT `833 �,g J 0 HEFT -2' OR ONSTfUCTLES�N AIL/ !' ,J�� '� i �,,/ ,CONTROL, FOR ALL NOTES AND CONDITIONS O'' / ,/ / , ''/ // / / RELATING TO SITE CLEARING / ' / / O `/ / / �° v THE PLANNING /L �� ` / ,/ / DEPARTMENT MUST BE NOTIFIED A MINIMUM OF / / / / / / // < / / / // /� ,/ 2 / // / // /` ,/ ;. / S1-A S1-B �, r / r . , / ,` / / drawn by: LMY 2 BUSINESS DAYS IN ADVANCE PRIOR TO ANY f' ! / Y /� / �_ ./ / / f / r // / 000, a, SITE DISTURBANCE. /� / / / / /]�i �: , r // / ,/ /.y r' // / f;: �(� r / 0 14. REFER TO SHEETS [S-1 THRU LS-2 FOR ALL s `► / *' 1 / / / �;' / // // / % O� ✓ ll' / / / checked by: CFD E Q NOTES & CONDITIONS RELATING TO PLANTINGS, , / /I •.../ / J,/ /, // 'Q?� ^/ / / / V� v FERTILIZER, PEST MANAGEMENT, AND FOR / / / / l / / / / / � I �9 // 0 , •' scale: AS NOTED N FURTHER CODE ANALYSIS AND SPECIFICS SITE PLAN NOTES & CONDITIONS (CONT.): / f / 22. 8,00" ___ / / // / / r / / '"G'P // / ' / •pt`L `•F a RELATING TO SECTIONS 280-95A, 280-95B, AND 17• COVENANTS AND RESTRICTIONS (C&RS) ACCEPTABLE TO THE ' / (�/ /i F 0 a PLANNING BOARD ARE TO BE FILED BY THE APPLICANT WITH �/ / / _ r ,,/ / ` 'P y� f / / 6a S�_� S�_p project number. 17106.000 m 15. THERE SHALL BE NO SUBDIVISION OF THIS THE OFFICE OF THE SUFFOLK COUNTY CLERK PRIOR TO � /' / �/ /// /°J/ ' 0. / � I rn PARCEL RESULTING IN ADDITIONAL BUILDING RECEIVING CERTIFICATES OF OCCUPANCY. / / / �/ sk '"' ' / r' / / / , %. LOTS. NO LOT LINES SHALL BE CHANGED 18. THE COMMUNITY- BUILDING AND GROUNDS ARE FOR THE �3 / / .' -..w v-^ .--, --- •, PERSONAL ENJOYMENT OF THE OCCUPANTS OF UNITS IN / w 564 ` J r �" , ' _, y� sheet number UNLESS AUTHORIZED BY THE TOWN PLANNING 52 / .I . ,- , 00 BOARD BY A MAJORITY PLUS ONE VOTE AND VINEYARD VIEW AND THEIR GUESTS, AND SHALL NOT BE RENTED 7 / /\ ..✓_ ,� THE EDUCATION LAW OF THE STATE OF NEW YORK N O AFTER A PUBLIC HEARING. OR LEASED FOR USE BY OTHERS FOR SPECIAL EVENTS, � °• � r /, /�• PROHIBITS ANY PERSON FROM ALTERING ANYTHING rf` " ' FFI- � ., O t(.;.9 IN THE DRAWINGS AND/OR THE ACCOMPANYING p tD 16. ALL ASPECTS OF THE PROJECT SHALL BE INCLUDING BUT NOT LIMITED TO WEDDINGS, FUND-RAISERS AND tt - r �VSPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N N CONSTRUCTED AND MAINTAINED SUBSTANTIALLY IN PARTIES. //J n SCALE: =5� � ' I I-Llfhold TG•sin SOF A LICENSED UCH ALTERATIONS ARE MADE, ENGINEER. WHERE PROFESSIONAL .Q r- ACCORDANCE WITH THE APPROVED SITE PLAN 0 J y Fi_.11 fvoI Lord ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE (SEE TOP OF SHEET FOR NOTES #19 THROUGH #26) THE FULL EXTENT N.THE ALTERATION D THE j INCLUDING THE ARCHITECTURAL DRAWINGS, DRAWING AND/OR IN THE SPECIFICATION S 1 EXCEPT WHERE THE SITE PLAN IS AMENDED. (NYS ED. LAW SECTION 7209-2) 0 1%11101,,)�� 15ROP CURBS f'O/ BE INSTALLED ALONG AC61�SIBLE ROUI (TYPICAL) ;,' LOCATIONS .Pr ALL DROP d'URB ARE IDE14TIFIED BY LIMITS F BIOSWAL STORMWATE RETENTION/ C6 TOP/BOTrOM CURB ELEVATIONS INCLUI IN GRADING & DRAINAGE CD AREA SHEff WETLANDS LEGEND ,�/DIA- /1DRIZFER TO S�E`ET S-2 FO ONSTRUCTION" DETAIL LIMITS OF RAIN GARDEN: / UMTS OF 10' EN SPACE (2�05) SETBACK 0' STORMWATER'� '0 RETENTION ARE A 0 2005 FRESHWATER Ci WETLANDS BY C.W. nD T9 BOWMAN, LAND USE ESI,, LIMITS D AFFIRMED BY NYSDEC 0%i�O SETBI (OFFSET) TO,/WETLAN DELINEA ON W/BOWMAN-LAND USE of (BY C. ECOLPbICAL SERVI ES, INC.) (TrYbAL) LETTER 6/20/2018 PROPOSED 100' LIMITS '1� . 11 (OFFSET) FROM WETLAN D AS NOTED 'X 4 '0 2,005 FRES4ATER WET6A DS 1300 Walt Whitman Road,Melville,New York E -D USE 0 3Y C.W. �6WIVIAN, 11747 ES AF �RM Phone 631300 1010 SITE LEGEND: MLIJ bi YSDEC PROPERTY LINE L�� 16/20/�q 8 owner/developer CONIFER REALY LLC 1C 0 00 EXISTING WOOD LINE 83 E.Main Street,Suite 600, Rochester,New York 14604 PROPOSED CONCRETE CURB PROPOSED CHAIN LINK FENCE LAWN Site/Civil Consultant rY'Y-rN PROPOSED 10' OPEN SPACE Ln . . . . . . . . .. .. BUFFER LINE co 2*/#.'RASS STRIP FOR VEHICLE 0 PROPOSED DRAINAGE FLUSH INLET BLDG. 1 OVERHANG M PROPOSED CATCH BASIN PROPOSED (TYPE C) NUMBER OF PARKING.STALLS BENCH (TYP.) 0 L K MdLEAN ASSOCIATES, P.C. PROPOSED ADA HANDICAP ACCESSIBLE PARKING STALL 0 . .0 LONG ISLAND, NY 0 437 SOUTH COUNTRY RD., IOR LANDSCAPED BROOKHAVEN, NEW YORK 11719 PROPOSED ADA HANDICAP ALL INTF�/' Tel: 631.286.8668 1 0 XC31 ACCESSIBLE CROSS WALK ISLANDS IN PARKING' AREAS ll;�/ ToAECEIVE MOUWABLE CUR Q0 -2 FOR DETAIL PROPOSED ELECTRIC REFER TO SHEET S TRANSFORMER /�TYPICAQ 0 PROPOSED SITE LIGHT VINEYARD VIEW 00 LIT L1 PROPOSED SANITARY .MANHOLE EX. LOW NORTH ROAD VEGETATION S2 TO UNITS REMAIN TOWN OF SOUTHOLD, N.Y. 11939 AND CONC. PAD 0 0 0 ,�il, 0 0 MID.) PROPOSED DRAINAGE SWALE LAND13 ANKE LIMITS OF PROP SETBA-k NON- DISTURBANCE BUFFER /�O/, OPEN S/ACE (2005) (LIMITS OF CLEARING) OSED SILT FENCE (TYP LL 0 0 ION FENCE 'EX. 12", 00 b ISAL##1ATk DIVItCOIN5001,CON$fPrVCTI*k A MANA6111AINY BLACK'. LO�YST.TO S ................... SURFACE LEGEND: coni e ro� PAVEMENT REMAIN 7 ALL TERIOR LANg ZCAPED is DS IN PAR�9 G AREAS I ET ETAIL PAD, SIDEWALK 24� ' JO L A UJ E C (TYPICAL) seal OR PATIO 100, BACK LIM T /0� PROPOSED BUILDING (OF SET) TO W TLAND DELI N EATIONA(BY C.W. BLDG. 2 EC, jeAL SERVI S, 'IYPICAL) (TYPE B) INC.) C PROPOSED RIP-RAP issued date description TRASH RECEPTACLE (TYP.) (L STORMWATER -19-18 2005 WETLANDS DELINEATION 1 7 RAIN GARDEN OR BIOSWALE 0, U) CONCRETE 01 6. 3 12-7-18 ADDRESSED 10-2-2018 . . . . . . . . . . . DUM TER 0 OPENING COMMENTS FLATWORK 4 12-13-18 ADDRESSED TOWN COMMENTS TYP.) LL_ 0 0 0 0 0 P . . . . . . 0 0 0 5 12-18-18 ADDRESSED 12-17-2018 TOWN 0 0 0 U-1 0 COMMENTS 5 2-8-19 A DDRESSED TOWN COMMENTS c TI LE ... ....... (6 6 2-12-19 ADDENDUM#I . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . 0 issued date description . . . . . . . . . . 0 0 PLAYGROUND PLAY AREA WITH PERIMETER 4' HT. 0 0 . . . . . ICNIC.TABLE (TYP..)'. . 0 -VINEYARD C -SIGN L VIEW S SEE NOTE.9 BLDG. 3 . . . . . . . . . . . 0, T 0 LAWN (TYPE B) title z so 01 ADA-WALKVAY AREA . . . . . . . . . . . . . . . . (57.- SLOPE�M 0- 0 0 ( NORTH ) SITE VILLAGE 0 0 0 M a CA < . . . . . . . . . . . . . SQUARE PLAN 1ADA;',HAWl�AP��RAW, 0 7.5 AREA' 0 or. PLAN KEY 1� LMY drawn by: 0 (D checked by: CFD C_ 0 C 0 20 40 0 AS NOTED scale: r-773 Feet _B ST u) S 4 E S1 project numbe 17106.000 SCALE: 1" =20' r: 0 W 0 0) TAVO CC 30 ML.VER IMPLES BKORACKS., b. sheet number PUMP, HOLM. 0 THE EDUCATION LAW OF THE STATE OF NEW YORK RMM"WaL PROHIBUS ANY PERSON FROM ALTERING ANYTHING 00 IN THE DRAWINGS AND/OR THE ACCOMPANYING C) SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, WHERE 6"' SILVER SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ZFBIO/SWAL / STORM /W Lis] L)�N A �7( �8 P/ ENGINEER MUST SIGN. SEAL. DATE AND DESCRIBE CN 0 APLE TO ' A Sl'-C S1 MPPkAAlKJ THE FULL EXTENT OF THE ALTERATION ON THE HLINE A-A DRAWING AND/OR IN THE SPECIFICATION LL. (NYS ED. LAW SECTION 7209-2) CL WETLANDS LEGEND 'S 106. 00 -,- 2005 FRESHWATER WETLANDS v� BY C.W. BOWMAN, LAND USE ! ESI„ AFFIRMED BY NYSDEC LETTER 6/20/2018 ' PROPOSED 100 LIMITS V o Dr.)) Trj (OFFSET) FROM WETLAND AS NOTED SITE LEGEND: ��SEE�111 PROPERTY LINE ,0 �'' / ,�/ f' '� / 1300 Walt Whitman Road,Melville, New York / ' EXISTING WOOD LINE 11747� �, PROPOSED CONCRETE CURB � >� /� %' f � � Phone 631 300 1010 / ,f owner/developer. PROPOSED CHAIN LINK FENCE CONIFER REALY LLC� /f j' , /� � / rww", PROPOSED 10' OPEN SPACE 83 E.Main Street,Suite 600, BUFFER LINE / , ! i Rochester,New York 14604 f f f , /,% � � ,{ , ° PROPOSED DRAINAGE FLUSH INLET ` Site/Civil Consultant ® PROPOSED CATCH BASIN O PROPOSED NUMBER OF PARKING STALLS 9 PROPOSED ADA HANDICAP ACCESSIBLE PARKING STALL % f �, L K MdEAN ASSOCIATES, P.C. PROPOSED ADA HANDICAP j / ff /� f LONG ISLAND, NY ACCESSIBLE CROSS WALK 437 SOUTH COUNTRY RD.,/ / / ' i \ BROOKHAVEN. NEIN YORK 11719 / r° Tel: 631.286.8668 PROPOSED ELECTRIC T ° / RANSFORMER � / % 01 H PROPOSED SITE LIGHT ® PROPOSED BOLLARD LIGHT VINEYARD VIEW o PROPOSED SANITARY MANHOLE ./ ff �' / NORTH ROAD PROPOSED HEAT PUMP UNITS � TOWN OF SOUTHOLD, N.Y. 11939 I f � AND CONC. PAQ 2005 FRESHWATER WETLANDS BY C.W. r \, - PROPOSED DRAINAGE SWALEAFFIRMED BY BOWMAN, LAND USE ESI„ „ ! NYSDEC LETTER 6/20/2018 ° µ' PROPOSED STREET TREE � / `� / _ /�`` � �: •'_ y'S ,.;s, _ 7 1 NON— DISTURBANCE BUFFER PROPOSED SILT FENCE (LIMITS .OF CLEARING) / L41TS OF RAIN o PROPOSED CONSTRUCTION FENCE GARDE // J / STORM AER / RETENTIO AREA conifera R ALESALtE STATE 01VIL6fMENT•CONETRNCTION k MANABf MENT SURFACE LEGEND: PROPOSED "ASPHALT PAVEMENT m — i seat PROPOSED CONCRETE PAD, SIDEWALK m q� OR PATIO , , ; / l 'x 10' f /� / ,f ;, / ( •,; U r r,%, c.l I r s•, UJI / / /` MAINTENANCE SHED PROPOSED BUILDING Z � / ,� ,. / / � f, ��,,• � � \f/ PROPOSED LAWN AREA LI'M ITS 0 F 0�0' S ETB �K PROPOSED VEGETATED AREA U /� /1 �` F— ` (OFFSET)./FO WETLA/N1 / issued date description MA�"If 1 7-19-18 2005 WETLANDS DELINEATION PROPOSED. RIP-RAP �' / ,�' Du PSTER DELINEON (BY ,W, %6/ (TYP i- '' BOW AN-LAND SE �. 2 12-7-18 ADDRESSED 10-2-2018 PROPOSED STORMWATER E LOGICAL �6VICES, COMMENTS RAIN GARDEN OR BIOSWALE �' C,) (TYP1 >71L) i 3 12-13-18 ADDRESSED TOWN COMMENTS ` 4 12-18-18 ADDRESSED 12-17-2018 TOWN PROPOSED CONCRETE ' • o, MME T a d o N FLATWORK C f♦ 5 2&19 ADDRESSEDS TOWN COMMENTS 6 2-12-19 ADDENDUM#1 OSO issued date description , y v LIMI fs OF I ` RAN GARDEN ST I�MWATER Rk'TENTION R IAQ xx r 9• ,7 A sa': 1, e✓k� ,4W4fcGw;;:oy,'r,`.i,:' i�::: .r$' J / ! esr"s ,",i{, sna '�gq",}}.,'i ',Z` ,vl'6.:."J;�- •3.+J. - ! �r / y 0 J. ',�/ \ ♦ " 3. wi: ibr,,sm sim,i.%4.,,:.,..Sao � .Y , vK gy tom'µ W \ %-i 15.0 _tr . e\ £' /r ,n M+ I y, • aO^k BLDG. 4 " "2 JJ f ` f 4 po f .g 1 > title TYPE A ! , } f 'X• v f r > r i w•i„ r% J ✓ .' ` ( EAST) SITE IOPPPOYED BY BLDG. 6 ( / f r� ra- \ I. (TYPE D� PLANNING kOAR A PLAN \ •O 1 a ! r. ° b' t 7 f „ r q' ° f n J l T7 ! f 9 TOW 'OW; N' F SOUTHO i. y� J f`fJ q-, , • S ERIOR LANDSCAPED _ � \ / r } D AT �ALLINT ISLANDS IN PARKING AREAS I—V Z TO RECEIVE MOUNTABLE CURB OPLAN KEY I -131i 201g < pir ,,.. ., TO SHEETS 2 FOR DETAIL r• : •,, >y,;,ti;r ;i \ TYP �. � ) \ ,,�" ,f j s' drawn b 11 . . i` Y� I �- LMY , / �o ^� +fuy'„7.'•,my% ,rr .,,eY.:,ex. \ \ .f"' r<' [ '. +.L7 •.Y9 S,r S,.,AnG \ d ! checked b T7 FD ,� C .;°r Y R t— 6 �1 l„ ry . rT f P s�j� y�; .a` o S A S rrr n 'Y r „ „ ' d,e , , yrr r Scale. � ;. A T r, ,rr< S NO ' ED <7I 7 a ';a'-"✓,% IG ; r . - / � / D 40 P o!ect numberFeet I L a 171 Ob.000 "(v r,a s 4, 'r b f :;✓rc SCALE: 1 rs'• 20 qq /' %;p'•; / / r % rF ✓ " x�, f yr, c (✓y 'y % number a pb. sheet f...., v "........ T. - .,z.," ... sem,�% F �:y„�;y �;: / / E EDUCATION LAW F , '�"' s' / 0 THE STATE OF NEW YORK ; sf�r f./L `%wiz^ r. s`" PROHIBITS ANY P ERSON FROM ALTERING IN �- ANYiH G h„ 36' n✓r:I, — fs N f I EDRAWINGS H� A' TH AND/OR 0 THE C A COMP S1 Jy. _ A—AiA4+IYING S1 /S ECIFlCATIONSUN SLES UNDfT5 ER I/ THE RED CTiON , . F -,. /a. - ,,, .•. ,,- -.,; - ''. ,,... I A LICENSED PR /X� >~° OFESSIONAL ENGINEER WH .r ERE s G,a ori>, t .L ALTERATIONS ARE E MADE, THE PROFESSIONAL � �1'PARKIN . f J�` SUCH ENGINEER MUST SIGN THE FULL EXTENT OF THE ALTERATIONON DESCRIBE DRAWING AND/OR IN THE SPECIFICATION (NYS ED, LAW SECTION 7209-2) FIR,1111MR-1 WETLANDS LEGEND 2005 FRESHWATER WETLANDS v� BY C.W. BOWMAN, LAND USE ESI„ -AFFIRMED BY NYSDEC LETTER 6/20/2018 t 4t, Ix 3v1 . PROPOSED 100' LIMITS (OFFSET) FROM WETLAND AS TRASH RECEPfABIE(T'rP). NOTED ' IED 1 a yu u ■ l.r•11IO..A�.•,J hs�i''• 1 OtW 3 _ IIl t - . . -- r -6 F �. .. ...,. 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PAD LIMITS/ DF 100 SETBACK PROPOSED DRAINAGE SWALE F- STREET TREE, SES ,(OFFSET) T D; DELINEATION (BYNNOTE10, -LAND ASE STREET TREE BOWMAN .ECOLOGICAL SERVES, NON , LIMITS/OF RINC,) TYPICAL) V DISTURBANCE BUFFERIN DEN / / LIMITS RMWATERjOF°'BIOSWAI F / TORMWATER ETENTION RETENTION AREa PROPOSED SILT FENCE AREA (LIMITS OF CLEARING) ens e r4A LTEOF RAINRIA(IRTATR DIVILO/MINT,CON/TRRCTION•MANA■tMINT PROPOSED CONSTRUCTION FENCE �RQDN / � STORMWATERETENTIOJIAREA 00seal SURFACE LEGEND: co PROPOSED ASPHALT PROPOSED CONCRETE PAVEMENT W y OR PATIOPAD, SIDEWALK o PROPOSED BUILDING IL PROPOSED LAWN AREA J,( issued date description V) EXISTIN TREED 1 7-19-18 2005 WETLANDS DELINEATION AREA TO REMAIN 2 12-7-18 ADDRESSED 10-2-2018PROPOSED VEGETATED AREA UNDI TUBBED 2q5 FRESHWATER COMMENTS 3 12-13-18 ADDRESSED TOWN COMMENTSPROPOSED RIP—RAP /WETLANDS B� C.W. BOWMAN,/ AND USE SI„ 4 12-18-18 ADDRESSED 12-17-2018 TOWN 0 PROPOSED STORMWATER AFFIRM�D BY NYS COMMENTS o RAIN GARDEN OR BIOSWALE 5 2-8-19 ADDRESSED TOWN COMMENTST � 0 & 2-12-19 ADDENDUM#1 PROPOSED CONCRETE EX. ASSAFRAS, GROVE FLATWORK TO REMAIN issued date description EX. BLACK/LOCUST GROVE REMAIN t MITS/FROM AK LI P35R'01PS RTY LINELL_ title EX. SASSAFRAS GR VE TO REMA4 (WEST) SITE PLAN 41 PLAN KEY D 20 40 a est SCALE: 1" =20' drawn by: LMY checked by: CFDS1-B '.C'APPROVED C� scale: AS NOTED o 'C' v project number: 17106.0000c F1QNIPO tOAr� 'Uthold Tu,,jn TOWN O� SOUMOLD Punning so rd 0 sheet number O O DATE 12 THE EDUCATION LAW OF THE STATE OF NEW YORK PERSONPROHIBITS ANY ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING S1-C S1- SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A RI SUCH ALTERATIONS PROFESSIONAL M THE PROFESSIONAL S DDD S 1 C . SEAL. DATE AND THE FULL EXTENT OF THE ALTERATION ON THE U! / DRAWIENGINNG AND/OR INMUSTN THESPECIFICATION DESCRIBE d "' (NYS ED. LAW SECTION 7209-2) MATCHLINE A-A ., ..ay, :. >' <„, ,.. WETLAND S LEGEND ��'°•r _ - f /Jffi 777 C r >' .d f C { F 9 1js zg'`F• ,r 2005 FRESHWATER WETLANDS ow , -,✓:,. ,.. //, -��/� BY C.W. BOWMAN LAND USE Z 'PAR—K N / / r>, I AFFIRMED BY NYSDECa w f2 1 f 6 8 r. 201 LETTER 20 y F, rMa (, j./n'i �, \ f �:; „ ry'� r iv „ Qua 10 OPEN MACE SETBACK �'F i ✓ gg , a 4 3. ... ,.;,n r.. ,;:< ,.,»f/•a./r,.,t 'si<: 's,.,',,rr3r!,9' ,.�, y" - . FFA/ , S2 ,. ' . ^'i"ft-�i?721i1�..1iP. 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F, PROPOSED DRAINAGE FLUSH INLET BLDG. 5 ; . ,: '::�;;::">::"�'•°' y, F. e "r • ® PROPOSED CATCH BASIN - - (TYPE ) � '/Y '< 'k �. :•.n - ` / lr, - - E/ L K McLFAN ASSOCIATES, P.C. .Ys.. f nO PROPOSED . � ''i• ,>x', xr�}"r'N",:,, 2i „ .;,%CRs o` f ff r LONG G ISLAND NY 437 SOUTH COUNTRY RD.,00NUMBER OF PARKING STALL BROOKHAVEN. NEW YORK 11719 Tel: 631286✓ .866 8 !1 45,c w f > PROPOSED ADA HANDICAP �",,,,•;;"r:5. / 'Ais'.'l \ �g�-ym -.�r , ,.j / / / / 2005 F SHWATEft /WETLANDS ' t ACCESSIBLE PARKING STALL <, a gy F�. ' fi , 1' i C.W. W �, i 0 MAN USE ES. , t / .N" f AFFI ED BY N�PSDEC L EiR PROPOSED ADA HANDICAP � • f� i,. „ " 20 0 z 1 \ �:u-" nom; 6 /20 2018 WALK I- A / SI CCES BLE CROSS I. �7 x..3 r r` rl',(Typ.) :ff"s,>YyyVINEYARD VIEW Y r I PROPOSED ELECTRIC `: x :a \ '{„ NORTH ROAD TRANSFORMER p �s- r s, s O t (e •�-► � �.. . . • \• � .y a /f w'Ys. ., ,. ` 9 , , . 3 - • / / 1 TOWN OF S OUTH O LD N.Y. 11939 PROPOSED SITE LIGHT 2.�GRASS STRIP FOR VEHICLE . LE cPROPOSED BOLLARD LIGHT OVERHANG'(TVP.) 10 ZPENSPACE ETBACK PROMDED (TY`') '' ^fio ""'" PROPOSED SANITARY MANHOLE >•"'" f` f`'/! f � <,..,, Mud,; ":, .c -x':-, -SANITARY. PROPOSED HEAT PUMP UNITS 7 t • PUMP AND CONC. PAD. STATION - _.I PROPOSED DRAINAGE SWALE PROPOSED STREET TREE NON— DISTURBANCE BUFFER Q / / / // e , /// ' / • V. conr erzz f PROPOSED SILT FENCE1/r DUMP$T %' ' EEAL EST11tE DEYELO YMENN T,CONETEECtIbM E MAAGE MFNi (LIMITS OF CLEARING) r/ /" /' /(fi'P.) /,! � PROPOSED CONSTRUCTION FENCE / /'/ // �° \ y� '' seal IMITS OF 00 SETB CK ,`' �' ,' ,� r : T' .aF t SURFACE LEGEND. / ; /° r (OFFSET) TO WETLAND ►; „ - PROPOSED ASPHALT �' /` 'r r' DELIN�ATION (BY W. [1 77771 PAVEMENT �� /`/ �' / BOWMAN—LAND SE /' / \ . V! , v, E OLOGICAL RVICES, - 3 PROPOSED CONCRETE j / PAD, SIDEWALK LIMIT OF 1001 ETBACKo OR PATIO 0 "--==•`� SET TO ETLAND o / / ��' ELINEATION (BY C.W. issued date description CLI PROPOSED BUILDING , LIMITS ,OP RAIN /� > ;' ,r BOWMAN/fiAND USE a� GARDEN / � / � % / � /` ECOLO(GtCAL SERVICES r 1 7-19-18 2005 WETLANDS DELINEATION `= PROPOSED LAWN 'AREA STORMMNER /,/ / V) RETENTION AR � ,s /'' / i/ / / ��;• INC.),�TYPICAL) /r 2 12-7-18 ADDRESSED 10-2-201$ U / / / o/ rf / 3 12-13-18 ADDRES ED TOWN COMMENTS PROPOSED VEGETATED AREA / r COMMENTS I ,r° / / / 4 12-18-18 ADDRESSED 12-17-2018 TOWN L- / LL r /` r� ,.'°/ � / � COMMENTS o PROPOSED RIP—RAP �'� / j f / /r 5 2-8-19 ADDRESSED TOWN COMMENTS / f / o / ,/ 6 2-12-19 ADDENDUM#1 O PROPOSED STORMWATER / / / �° ITS OF RAIN GARDEN / STORMWATER 6 RAIN GARDEN OR BIOSWALE R NTION AREA/ issued date description . a • PROPOSED CONCRETE / / r ✓ � / � / ;: / / FLATWORK / / r< / 2005 �RESHWAT / r� WET, BY W. t0 f �� `/ �r f' BOWMAN, LA USE ESJ,; ✓,r/ l '✓` j , r r IRMED/AFFNYSDE' fC LETTER/ /20/2018F' LZ / / �/�\ /' / ✓ f, / ,r /,'>/f i r:/ �/ / / / a) / / ;' , � r'' ,/ � /� / %•� ,,� j, � /�' j i'� `/ f i� � 77/ � / ;f/ `'`/ title / (SOUTH ) SITE ,/ ,�` �` r • /.% f ,` rf ft,, PLAN C O ` 3 PLAN KEY v a 0 20 40 drawn by: LMY Feet SCALE: 1" =201 checked by: CFD scale: �Pp �, 1 i AS NOTED a� n. S 1-A S1T PLANNING KJA;�� o project number 17106.000 � , o v TOWN OF SOUTHOLD I ®� f "isheet number rn t THE EDUCATION UAW OF THE STATE OF NEW YORK N 00 ' n r n �,;L° PROHIBITS ANY PERSON FROM ALTERING ANYTHING r P Lu 2 U 2012 J IN THE DRAWINGS AND/OR THE ACCOMPANYING r hJ ` OF co LICENSED UNLESS ITS UNDER THE DIRECTION S 1"C �D OF A LICENSED PROFESSIONAL ENGINEER, WHERE , n IM it] DiD) O aOUC�iuld I lel^1n SUCH ALTERATIONS ARE MADE, THE PROFESSIONALSI -D n _ Ri a n n i n g B d THE FULL EXTENT OF THE ALTERATION ON THE .- ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE / 1 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) �d In-groundmountedPAVEMENT /SURFACE SCHEDULE 20� 29YB po __ 591/ p0 " ROUND DEFORMED 1"� ANCHOR PIN 738 mm 1511 mm SYMBOL SECTION/DESCRIPTION REMARKS REBAR (3 REQUIRED) SLEEVE (TYP•) TYPE 6 ASPHALT PAVEMENT 4, 311J p0 21" TYPE 3 ASPHALT PAVEMENT PROPOSED ASPHALT T°° a $O1 mm f .:, 4 „ PAVEMENT 49Y po O O 6 (MIN.) RCA (ON-SITE ROADWAYS " II 10" I 1'-9"----�-•-10"�1'-9" `-t'�10"� ''� ' a o & PARKING AREAS) �i00 Walt Whitman Road,Melville, New York 1245 mm ELEVATION COMPACTED SUBGRADE Phone 631 300 1010 SECTION ` owner/developer: NOTE: r: III—III-1 l I—I { I—III—I I ( CONIFER REALY LLC INSTALL EACH WITH 2-#8 REBAR AT 83 E.Main Street,Suite 600, A V-0" BURIAL AND TOP FLUSH ANCHOR TO CONCRETE PAD r::. ,.,,`. Rochester,New York 14604 WITH TOP OF WHEEL STOP. 4., . :. :",{;;;:n;., 1j" TYPE 6 ASPHALT PAVEMENT WHEEL ST 0 P DETAIL - :F-' 44" Site/Civil Consultant CONCRETE " TYPE 3 ASPHALT PAVEMENT N.T.S. TYPICAL PARK BENCH DETAIL °Yy' 4 -~-% (2 LIFTS) PROPOSED ASPHALT PAVEMENT N.T.S. ,5 6" (MIN.) RCA (CR-48 ROADWAY PAVEMENT) $ O.C. MAX. COMPACTED SUBGRADE 8' ,, y,,�: `g - III=1I1=1I1=III—III—III O O O O O O O O O O O O O O O O O O O O O ', i",: REVOLVING CAST ALUMINUM <3;.` � LIC.Mc�,FAN ASSOCIATES, P.C. TRUCK W/ ONE (1) 22/3' `» o W y y y 437GSot TH co NTRY RD., DIA. SHEAVE THAT ROTATES ON A Y2" DIA. S.S. BALL W w SEED AS SPECIFIED BR: 631.286. NEW YORK 11719 GRASSED AREA Tet: s31.286.86se BEARINGS MOUNTED ON AN 3"(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED ALUM. SPINDLE 41 y y SURFACES NOT y OTHERWISE PAVED COMPACTED SUBGRADE OR PLANTED) �. ,Y W 1—III—III--III—III--III--I • y y � VINEYARD VIEW ONE (1) #10-!Xs" DIA. WHITE POLYPROPYLENE � �' �' �' NORTH ROAD HALYARD �I ° BROOM FINISH, STEEL TROWEL EDGE TOWN OF SOUTHOLD, N.Y. 11939 Q (UNLESS OTHERWISE NOTED) TWO (2) V/2" BRONZE ° 4" (3000 PSI) CONCRETE CHROME PLATED SWIVEL x _ x x !g z d W/ 6" x 6" 6/6 WIRE MESH CONCRETE PADS TYPE SNAPHOOKS & SIDEWALKS ' y " ° — — — — I AT MID-DEPTH " i-III-III-III-I I ISI I - � "�� ALUMINUM ASTM 8241 =III=III—III—III—III—I COMPACTED SUBGRADE CONE TAPERED ALLOY G " zS, 6063 T6 SEAMLESS FLA 2 � I- POLE W/ A POLISHED �. Mkl' Cut = SATIN BRUSH FINISH ° BROOM FINISH, STEEL TROWEL EDGE wm w ° (UNLESS OTHERWISE NOTED) x ° x '—"` X"ii'"'- a 6" (3000 PSI) CONCRETE CONCRETE ■ / SIDEWALK RAMPS in '• 4" I; W 6" x 6" 6/6 WIRE MESH N ,f� I: J.• ' . ° - _ AT MID-DEPTH .; rco n I e .:. �, I—III____I I I___ I I I-- -III--�.-III----I -- COMPACTED SUBGRADE RlAE EETATE OFVlEO/MENi,OONliEECT10N E MAY A6EYl MT ' PROPOSED CONCRETE FOOTING 4" DEPTH OF MULCH seal it ,' •'I ti°�' , "°;A VVVVVVVVVVVVVe/•✓VVVVVVV VVYVNVV NAV /C.� �g4'?i1 �• �r i 4� �� d'. EDGE PLANTING BED (4" MIN. ONE (1) 9" CAST !; DEPTH) TO REMOVE ROOTS & `f ALUMINUM CLEAT MOUNTED •` U..' ' ' VEGETATION MULCHED AREAS { . ` `° • .; ;;a i, 2-We" S.S. FLATHEAD :-- MACHINE SCREWS I —III—) 1 1-III-I 11—) I 1 COMPACTED SUBGRADE LU 4 0 oma " FLASH COLLAR ORNAMENTAL STEEL PICKET DETAILS- FIN. GRADE N.T.S. issued date description v 1 11-20-18 REMOVED PAVING DETAIL 4•. ;. (SEE SITE PLAN) 2 12-17-18 ADDRESSED TOWN COMMENTS v; -Y4"0 ANCHOR BOLT ::•,•+•_. SEE POLE TABLE 3 2-12-19 ADDENDUM#1 vCONC. FOOTING LL_ o 0 2" B.C. (BOTTOM OF CURB) FLAG POLE FLAG POLE BASE BOLT BOLT I �I HEIGHT DIAMETER PLATE SPACING LENGTH R= LIQUID AC JOINT " (° o PLANTED —111-4 1 in " TYPE 6 0 25' 6" 1Q1�" 6�'4" 20 — PLA PARKING OR I— _ ISLAND L ROADWAY AREA VIII 1 ASPHALT PAVEMENT (6 — — (SEE (SEE PLAN) 5� BAR CONTINUOUS issued date description FLAGPOLE DETAIL PLAN) # 1 , _ �„ BETWEEN JOINTS 3" ° U) 7 7 N.T.S. „ 20' 15' 3 �/2 ,� 3/4,? TYP. P. CONCRETE TO BE 4,000 ° O O BCA .� I P.S.I. AT 28 DAYS. PROVIDE 3" HEIGHT MOUNTABLE EXPANSION JOINTS AT 20'-0" v CURB AS DETAILED O.C. IMAX•) WITH 1 NTS • BITUMINOUS JOINTS ° 5' CURB TRANSITION NOTES: 0 ® 1U CU BEIASTDETAILED�E 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE vI-- ® 11 CAN EBEGIN 4 DAYS (MINIMUM) BEFORE ROADWAY PAVING a� L� - � ® � 12 2. MAINTAIN GUTTER GRADE RELATIONSHIP TO q OF ROAD. a SEE STANDARD ROAD SECTION. .2 24" o 0 o CONCRETE CURB DETAIL Q ® O e 0 o Q title TYPICAL PLAN OF N.T.S. I to © �3 48 �4 M 0 U N TA B LE CURB AT „ R=1" (BOTTOM OF CURB) DETAILS 4-1 " 14 SITE R 10.25 ISLAND IN PARKING AREA 4" BITUMINOUS SEALER ., WEEP 0 ® 15 62 �4 N.T.S. SEE HOLE � 1B PLAN 1�„ 11" TYPE 6 � 3 510 ASPHALT PAVEMENT � MIN. 1.9" O.D. O 0 02 a 1 ;;`;;,: r. .: „max;--:,,.,,, 3 PIPE, �" THICK O ® ® BINDER COURSE 10" 0 (MIN) X 36" o0 P.S.I. AT 28 DAYS. ° BRC a� DEEP POURED CONCRETE TO BE 4,0 CONCRETE BASE OR JOINTS AIDTE20EXPANSION PO N 0.0 6" CA drawn byb CFD CONCRETE SLAB (MAX.) WITH 1/2" _.a r-- checked y T BITUMINOUS JOINTS 4 ' A_ AS NOTED 4 scale: CL x-1.5 —"-I 3 I-"— APPROVED t�e� v i 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE CURED IN 14 DAYS F project number: 17106.000 E d c o a 6 (MINIMUM) BEFORE ROADWAY PAVING CAN BEGIN. d O o 6 rLANNING k�OAW ;, arming Town rn `0 " NOTES: A MOUNTABLE CONCRETE P,• nning ['o-,Yd sheet number 3/8 WEEP HOLE TOWN 0SOL MOLD I (TYP. EACH END) N CURB DETAIL vT ALIGN WITH INSIDE 1 . MAILBOX SHALL BE SALSBURY 3300 SERIES PR EDUCATION LAW OF THE STATE OF NEW YORK a' OPENING OF PIPE UNITS OR APPROVED EQUAL. •DATE �Z�Zp�q PROHIBITS ANY PERSON FROM ALTERING ANYTHING r CLUSTER BOX N.T.S. SPECIFICATIONS,THE DNANDS I THE ACCOMPANYING TS DER THE OO r SUCHALTERATIONS ARE MADE,LATHE PROFESSIONAL S2 N O BIKE RACK DETAIL 2. MAILBOX SHALL BE GROUND MOUNTED. ENIOF LICENSED PROFESSIONAL ENGINEER. WHERE w 6 ��...�....,,,� ENGINEER MUST SIGN. SEAL, DATE AND DESCRIBE N.T.S. TYPICAL MAILBOX DETAIL THE FULL EENT of THE SPEA.LTCIFICATION ON THE DRAWING AND/OR IN THE SPECIFlCATION (NYS ED. LAW SECTION 7209-2) N.T.S. LL a. __ - __ - � - - - -_ -_ I . . � . 1. qp�.qI E,!R.� __- . I I `E Z � I .� I , ,�:� , . CUS'70N,11 STRU0TUR . L I 11, I 7 " I !�'�r . . � I I I- I I - - 11 1-1 : . . 491 1 -PP I , '"i,: �, . I I . ". .. , � V � . � . 11 V V1 . I I i (2-5 OR n- 12) .�.�. I I.,; . 1� I � I - I- I I I . . . I . - � ___�_ � . I � ---.1, - - - 1 .1. ! . 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I 7 __ !] I I __�, i HURPNICAN'E ! owner/developer: . I /I i . I I I � f �,,,,l 'SPIRt A kL SLIDE CONIFER REALY LILC I NOTE: I � IS H I PS VV H E e ,*' 04e 11 � . I I 1�- EL 11�f) 83 E.Main Street,Suite 600, I ; I SKPS 1301111Y, i I! � PANEL I I . f Rochester,New York 14604 PICNIC TABLE SHALL BE TenderTUFF MODEL I .� � � I - . I - . . . #141684 AS MANUFACT 2-3- I-9- � .. I I STRUCTURES OR APPROVED EQUAL. �, Sife/Civil Consultant . 1 t, 'r, 11 1� / ,I , . . PICNIC TABLE DETAIL I 1, - ,, � / 11 ., . N.T.S. L_ - I , I .. I I . 1111i_ - - / 11 1. I ,� '. DRUM LINE � I'll I . . �1�_, 'A E . r .---I I--" i F I . �1% PANEL I r . , STATION W/ (de-,CIK) i I . . . . %\ STEP L K MCLEAN ASSOCIATEA F.C. . . , � \ � . LONG ISLAND, W I . . I \11, / 437 SOUTH COUNTRY RD., . . . �`,�, ____ "'30IN11'O 'SLIDE � BROOKHAVEN, NEW YORK 11719 . I I � - ,"" -1 1\11�1, . Tel: 631.286.8668 1 -1, __ - . i / - . I \ ff7LER7_V7 V .1_.1_�_._ I ,�1, : . I . 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I 11 I ,a -; � �,4�, � r:,4� - I _. j� � - � 1� I . - � I a) ,".�,��,' , *�;pv,le,,,, ��,_:Ztlll �,�;,�tl, ,��'�,11 , � -" �I",",,�i� : , .,: ; - 3. 1 �,,�� _�411�_1',i,W�1_,__.,,;,� ,,,,- , , , , I . �, .i, ;�,�, �A��I,fZrl "'"'.!,��":;"�,�"".!,-��,,�r."�-,,�f"-- """,","",?, .-I I-el, I' " , '. , -4 t i, �,� - . - I �t"`, '111. ,,;""'�.,,4,,,,`�:-�� , 7;:,�.I-11-�:__��.��,,, ,. ,� *'"i",-",:, 7, - , V�, ,�,,_". r i�, __ ;";, _-, f"�i'�, �,,,�,� , , I III , -,, I .."_ �:,� _ ��, .',� �, !� �"!� .,!� �"!� . I ,� .,� �, � M�f:v I,� .� I ,� , -1 ,�,I.I� i ,, , � , . ,_ , ,_�,,� � ,�,,� , 0 "' fl, . , "� ;;�� I , " i , ".,�+_ �;;11 :I-.:; 1�".I 1;;� , � I, � I , , - , . , , -_ BRC 41 11!� L" ,.-"i:,1- 1. �, )!, 11,41-111.,1111 " '11- " EST VIEW 0 F PLAYGROUND ,�,��,,,i-,� " ',:�, __� , ��,,,� - ,4,"�. 'r �� ," , di awn by: , _1 1 W11, 11111v I_,,�,�,"��L ' �, � 0 - � ,��.i , . .�p - - ,., .o , , L - I 1� "14!1, ,V I �-��,�..�,?,X,�'�fv,,-�,;-1J'J4f",y,; �--3�,�;,,��7,�'�""",:�"-,./"�,��fli---- ___ __ -____ V"',�""", , �� , � ��, � I I � , iAi,�, ';`.�1`i�'..1 ,�," �1�1,-��.," - , I," .� ..�7 - "I ',,,`,� .I ,� I a- . "I-�`, �, ,. ,� , 1,�, -111, ,, 11 I , = ,� :-�-,,,�-�,^,-��k-�,,,�;��,,�.",--�.,�,-,�Ili -- ",,,," , 70 �,�W,777" 1 . I"i� , , , ,�� checked by: CFD �_. ,, 1_- f -111 . 1 , I: 1\ � >% t, � - f I 1 41 PROPOSED 24" x 24" BURKE TILE OR I , � -, .,( , "" � , , I I '. , � - � I L- a) "I __________ L_ . r scale: AS NOTED . a- APPROVED EQUAL (THICKNESS SHALL BE PROPOSED CONCRETE SURFACE W/ . 0 . �_ -r) (' P "I';1 0 I- APPROVED DY BASED ON FALL HEIGHT) BROOM FINISH AS SPECIFIED Fj_�_) /,, Q L _.� project number: 17106.000 E a F 0 in t I - I I 4. ,,, 1�I 1�I ! I IPI "I 4 . ��I I I, I i '-d- 0 . FLANNING LOAM - ... - , . " �, -... , " , ., .�' ,:., �� I I * I S-,U h c d l'ovi n . .: I ., �,��,.- 1,�,_.-;I, - ..-.. . -.1�� .. i. 1. ".". ,, " "'i!-" �__ 4" Pianning F,c),,-d 6i CL .. .- ., '.. -1.�: . :� ". , ,-� . - 1, 1 .11 r 0 C . I I (I) TOWN Op.* SOM= I - � - (1) . I ii IL I - I - - I - 11 0) . - - THE EDUCATION LAW OF THE STATE OF NEW YORK a) I-, L DATE 11 , I PROHIBITS ANY PERSON FROM ALTERING ANYTHING � 0 4\ - IN THE DRAWINGS AND/OR THE ACCOMPANYING 00 I -- - . PROPOSED ADHESIVE LAYER COMPACTED SUBGRADE SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 04 0 I - r. � OF A LICENSED PROFESSIONAL ENGINEER, WHERE . . SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL S3 6 to ,0,_�I /f7-V I (i r , 1 ZC3� MA �U�_ M I I F"I" I r Lb"� ENGINEER MUST SIGN, SEAI� DATE AND DESCRIBE C140, . PLAYGROUND TILE DETAIL. THE FULL EXTENT OF THE ALTERATION ON THE r- . I � DRAWING MD/OR IN THE SPECIFICATION .n I N.T.S. I (NYS ED. LAW SECTION 7209-2) (1) . I LL_ I-" ____-� L J, 6: I I I I . I LEGEND PROPERTY LINE j PROPOSED LEACHING BASIN DRAINAGE CALCULATIONS W/ SOLID COVER D� -t✓ WS-1 WS-9 SAMIR D1-A _ ,__ r. ,2`005 FRESHWATER r ®` F ROPOSE .,� LEACHING BASI \1Required RequiredA T ' 16 / Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Storage Description Area(sf) Ratnfali(ft) Volume(d) Runoff Coe Storage WETLANDS BY C.W. �_�- W/ OPEN GRATE - LJ Parking Lot/Sidewalks 11,167 0.17 1898 1 1898 Parkin Lo Sidewalks 10,838 0,17 1802 1 1842 I ' ~j` �• `� _ I S I o BOWMAN, LAND USE Permeable Pavement 391 G17 66 0,5 33 Buildin 82 6141 0.17 1044 1 1044 '20 ESI„ AFFIRMED BY ;; PROPOSED CATCH BASIN TYPE C-2 Grass Area 1 3,011 CL 17 1 512 1 0.15 1 77 Permeable Pavement a71 o,v BD Qs 40 NYS D EC LETTER 17 Prop inlet RIM: 2L60 total storage required(d): 20(18 Grass Area 1.907 0.17 tote(storage required(d): 2973 (' ) • .` F 6/20f201 rpt PROPOSED DRAINAGE MANHOLE TopoiRing: 2Q 10 Prop Inlet RIM: 23.06 .. Minus Approx.GW Elev. 8.87 Top of Ring: 21,56 18 (SEE TABLE TABLE OF DRAINAGE , Minus Minimum Vertical se ration from GM 2.00 Minus Approx.GW Elev. 14.67 STRUCTURES t 0 R SIZE) -Allowable effective depth: - 9.23 Minus Minimum Vertical separation from GW 200 ( - ,P �1 d rd r •/ '.. f r r' �� ' �r� -� 1 =Allowable effective depth: 4.89 - PROPOSED HDPE iPFti Provided DepthparStructure: 8.00v1f I BIOSyy` ''_ / �' ••..., ,/ C/ r / t r� /S S I [TS D 1 -A T{ RU D - Resulting Vertical Separation from GW 3,23 vif Provided Depth per Structure: 4,00 vif 1300 Walt Whitman Road,Melville,New York \ is of structures provided, 4 ea. Resulting Vertical Separation from GW 2,89 Or 11747 1 �N irV ; 1ti; AR RE7l NT - �j �.• .rf } / f/ I "' Provided storage in leaching Basins: 2188 cf apt structures provided: 11 ea. Phone 631 300 1010 �swa (I(r LIMI ,'' ✓° /` FOR NGTN & BILE) 1 f'' ,-- ✓ ✓ fs J !" fi I ." Provided storage in Rain Garden SW-9: 1352 cf Provided storage in Leaching Basins: 3om er F W K' ry � LE 6Ao,E� •' '` _ SOIL BORING/TEST P11 LOCATION 3oosd rf ! �, Total Storage Provided: 3539 cf Total Stora Provided: owner/developer: WS-2 WS-10 ra� CONIFER REALY LLC . W ✓ rr ✓ f`f. f ,r( . r ! 0 quired 83 E.Main Street,Suite 600,r Description Area(sf) Rainfall(ft) Volume(cf) Runofftot Required Description Area(sf) Rainfall(ft) Volume(d) RunofCore WS-1 SUBVATERSHED BoUNDARY at storage Rochester,New York 14604 1d Pal kingleVSidewalks 7,309 Q17 1243 1 1243 Parkin Lot/Sidewalks 800 0,17 136 1 136 /��_�1. _ \�� '•. " d"r 1 /'//C/Q� , !�' _ Buildin A 8 l RAIN BulI rn884 31 .17 0 ] 0 ' GARDEN/ I SHEET MAICHLINE Permeable Pavers 379 (117 64 O's 32 GrassArea 193 0.17 543 1 54 3 BLDG,7(TYPE C) Grass Area total storage required(d): 543 Site/Civil Consultant REI ENTIlEFIN,FLR, L,•23,25' . 94ON (SEE KEY MAP BELOW) total storage required(d); 1853 PropinletRIM; 22,00ORMWA TSW3 0« ' Pro inlet 2L80 Top of Ring: 20,50PROPOSED GRA � A_ERi Top of Ring: 2(130 Minus Approx.GW Elev. 1162 Minus Approx.GW Elev, 10.94 Minus Minimum Vertical separation from GW 2.00 ~�?Y� =ii I I F II I II ' - t G;, -- L �i /I 'j i-dr-f'-E-_1-�a9-.,�ti_.I • _-ZS'' ��s •)" `^t1E•►f�Ge'��t,-."'•�<�.,t.ti1/o�i I \-r4/fJr� �.-'. \ I sr1d a'I�`r'I,�,`!!j +Ir cJ'I r//r ,'t/�'r✓�p''J' /'I/'�l'rr`x'rry,r„/f'3�r r`r•`r',.✓`'J j/f r Vf/r✓',', '..M,;/fl' /rr'/P'�'I✓r',�r="" 'a y._°/JF ',r°'�' ,✓r Minus Minimu m Vertical se pa ration from GW 2.00 Al lowable effective depth: 4.88 � R Allowableeffective depth: 7.36DiURBANCE BUFI y. NOV .13rProvided Depth per Structure: 4.00 v f Provided Depth per Structure: 7.00 A Resulting Vertical Separation from GW 2.88 vif Resulting Vertical Separation from GW 2.36 vf #of structures provided: 3 ea, #of structures provided: 5 ea. Provided storage in Leaching Basins: 820 cf LK. {Mcf;LE4 AN A ES SI`f OCIi IA II TI(` Ef'S , P.C. ANt 7 / ( Provided storage in Leaching Basins! 2393 cf Total Storage Provided: 920 d Provided storage in Reim Garden SW-11: 188cf LONG ISLAND. NY:17 t9 Total a Provided: 2585 d 437 �fT� COUNTRY RO., \9 N. 1171$ROCKHAVE \ I 4F Tei: 631.28fi.$6F8J Required Requirede Description Area(s0 RairfaN(R) Volume(c) RunoffCoe Description Area(sf) Rainfall(ft) Volume(d) RunoffCoe Sta b'�l / Storg VSdewaik3557 0.17 1 622Parkinglo ,926 0.17 1177 1 1177 BuildingArea r' f1rr ,t / r' -� \ 6u(dingArea 0 017 0 1 0 total storage required(d): 622 ✓ r Grass Area 3,477 L17 591 0.15 69 Prop inlet Rim 23.10 . ,9 f•.."- �� , �,'\'` total storage required(d): 1266 lop of Ring: 21'i60 VINEYARD VIEW x ° BLDG.2(TYPE B) j�'87 h f / `� ,��f" / .f f_ / 'jy r `, Prop inlet RIM: 22,42 Minus Approx,GW Elev. 8,87 4 ` /20` 2 N FIN.FLR.EL=23.25' - / w ♦ �' f , ..•y r` ! Top of Ring: 20.92 Minus Minimum Vertical separation from GW 2.00 i /� • z-T- ✓• �% • \ Minus Approx,GW Elev. 10.94 =Allowable effective depth: 10"73 NORTH ROAD Ig j✓ ? ; �; '- l 95 '� ,, I G , � � �''' ,!', -"•- » /� _..- - ` // �, ,': `^" � � Minus Minimum Vertical separation from GW 2.00 TOWN O F S O UTH O LD N.Y. 11939 79 =Allowable effective depth: 7.98 Provided Depth per Structure: 7.00 Of / I pS� } nr"i (u i /22�t ;t__ "' i /' / - '` Resulting Vertical Separation from GW 5.73 Of (t I M ,b ` _- _____- i t / / \ ` Provided Depth per Structure: 7.00 Of #of structures provided: lea. -� �- -----r l �r d 5 /r Resulting Vertfcaf Separation from GW 2.98 Of Provided storage in Leaching Basins: 479 cf c � 31 -r r �� f �' /� --' ti.R�t OR W of ♦ � . B P g 8 I I I h 71` vt t✓ A, # structures i Cu y 124 •25/ / / 3 -1"�- y -------.22,_-"- /ON of sw to es prov dad: 3 ea. Provided storage in Rain Garden SW-9: 1352 cfb:•.yc= rry 4 %,,,, . ' N (2 4i / 29 t �Rg1 • * i Provided storage in Leaching Basins: 1436 cf Total Storage Provided: 1830 d y, ,"6 " s "" `' _ / xf i„ 3 I I } - •J O c ;' -� -21 % /' Total Storage Provided: 1436 d i �� t � _ ,`...�\ \ f �.J f'' ',// ,r WS-4 Required �/� t 35' O p 1 TP b F / % ( �y�/ '' o Description Area(sf) Rainfall(R) Volume(d) Runoff Coe ;; < - I 1 Required Storage d) --- / a\ t•- \_-....- .- Description Area(sf) Rainfall(ft) Volume(cf) Runofftoe ;<, 23b 38 \58 t 62/ ♦ '` LQ;-, Storage(cf) Building Area 3657 1 0.17 622 1 622 Parking Lot/Sidewalks 8,735 0.17 1485 1 1485 total storage required(d): 622 `✓ ` ' i i l• 139 car,, t.. '� i 3 -_ t I ♦ , \ / yf .,.., , p I yJ' 63/� / Buildin 83 6141 0.17 1044 1 1044 Pro mtetRlM: 23,10 k ^' I - BLDG.4(TYPE A Permeable Pavers 387 0.17 66 0.5 33 Top or Ring: 21.60 3 a BLDG.3(TYPE B) -A) / r I Z / 84/ i n1 Grass Area - to t 161 t FIN.FLR W a �A 1 e ♦ 944 Q17 160 0.15 24 Minus Approx.GW Elev, 10,86 _ FIN., t_ .y I EL,_ - I BLDG.B(TYPE D) ✓ ! r� 1 total storage required P EL.__ 23.25' \ 1r l / it i I B r rag (cf): 2586 Minus fatinimum Vertical se aration From GW 2.00 23_25' FIN.FLR.r • / h r I'' i ° p ° PropinletRIM: 22.00 =Allowable effective depth: 8.74 j > i \`� s A6 90•�ra9 u rJJJs w EL a Tp G r� { r,'° °r /'' rr ` Top of Ring: 2Q50 R a 66/ i 23_-25 -cu ` 1 '4• \ ` j TENTION r f'f r' a �' Minus Approx.GW Elev, SQ77 Provided Depth per5tructure: 7.00 vif :6 . coni erx 27 - �j Syy� /%' v r Minus Minimum Vertical separation from GW 2.OD Resulting Vertical Separation from GW 3.74 Of 3�? I ( II °'� v • - S • B6 / •h f ' r =Allowable effective depth: 7.73 #of structures provided. 1 ea. a ; 48 FM F _ M - ( l 72y / r / ' lrAl el TArt aEYEIOrM ear,Cn Mf TRe ClheN a MAA At EYENt ' 'I ,S ` � N' `�• � 2'$3 711 ,i-. J �y � ` /' /''� Provided storage in Leaching Basins: 479 d (I `' % • OctS_2 Provided Depth per Structure: 7.00 vif Provided storage in Rain Garden SW-10: 344 cf a t �,•• y I j I ,, ///// Resulting Vertical Separation from GW 2.73 vif Total Storage Provided: 923 d 3 \ t �w/y 7! ' a�l iS' 70� u r N i f r /' j / #of structures provided: 6 ea. rp-5 u? / �� I� r' of / rr f Provided storage In Leaching Basins: 2871 cf B-5 seal i� , s I `53. T�.- i _-�, I N e �� f / +,r ✓r/�, Q- ^�i r=OQ�( �,�i° r _ _...._ I tI i('F„QIN' .�j� C\�/ �/z ;ETTOI7RS�MyYWAt! .iR�.T' •_-t MS---' �N-Bi0-5VPALFEMI>+,-TD-R-E-diNAFIMnE -2r3-_-_ --r--cT-"'�-- FI I) - N-P •7K4II� i - 2235.'�.T- D) _- I f�*�♦/°°°' ,',,.`/,t";": rf/r,,r'!r/f'rY /,`t!�f.r''f'r/✓f/,,°,/'/`:✓°',r�/,!`r��/`/°°,r°�lr'"it%`r Total Storage Provided: , 2871 d . Description Area(sf) Rainfall(ft) Volume(cf) Requt re d e S r WS-s BuildingArea 3 1 f Description Area(sf) Rainfall(ft) Volume(d) RunoffCoeRe Required total storage required td)� 531 StorageI.R.R%EL.=29.0' (cf) PropinletRIM: 25.07 Parking Lot/Sidewalks 0.17 1912 1 1912 , Top of Wing: 23.570 I BLDG,7(TYPEPermeable Pavers 63 0.17 Minus Approx.GW Elev. 16.72 FlN.FLR. 3: 8 EL. Grass Area 9 Minus Minimum Vertical separation from GW 200 total storage required(c ' 1966 Allowable effective depth: 4.8555/ RAIN Prop inlet RIM: 22.420 DRMWATi S_ _ S IT(ONB7ENTIONTopofRing, 20.92 Provided Depth per Structure: 4.00 At SW7 s :.'Y•,-,�r'.r,d;;,,.%:t',rr it l�,ir'�\"`\r , � /I f Minus Approx.GW Elev, 10.62 Resulting Vertical separation from GW 2.85 vif n/' l rZ`I i s ', / r;/ ,' /� ' •` '' / Minus Minimum Vertical separation from GW 2.00 #of structures provided: lea. t 54 t f �A �� .- 76/ t 76, ( r X =Allowable effective de the 8.30 Provided Stora a fn Leachtn Basins: 273 d Q I BLDG,5(TYPE A) t' / / /,',�° f r / / / e , •' p Provided storage in Rain Garden SW-8: 790 of issued date description ei 'Z ! // /' FIN,FLR. :L.-2.9,15- c ^ / `�- ,i \ I V � la � ✓'r, � ` ° r� " �` Provided Depth arStr 9 r' ! rv , p p Structure: 8.00 vif Total St Provided: 1064 d �g / /�, ,✓`r �\ ;7!t'' - � r ,,/` ,�"' ✓`� .' ,f'`' ,�' /' , 1 3-21-18 DRAINAGE CALCULATIONS ' ` 00 I 178 /\�/ i \ ` f / r;. / l+' ' '--ff Resulting Vertical Separation from GW 2.30 Of Q1 f / i (.�'_ S yS \ ,. / r'°° f ' #of structures provided: 4ea. C{ 2 7-19-18 2005 WETLANDS DELINEATION Lt. i Yrnq \ r`' ✓ A r ". Provided storage in Leaching Basins: 2188 cf Required ® iii Q I / / r° / r s \ - �, - 3 e/ x r" r'� Description Area(sf) Rainfai!(R) Volume(d) Runoff Cee 1 S" W l , ., i / /' , Total Storage Provided: 2188 cr e d - >L-_�.._... -r, . / ,'' Storage( ) - - REVISED DRAINAGE CALCS 3 8 22 18 r" r` Buildin Area 2650 0.17 ] 2 WS-6 total storage required Idl� 45] .. 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS $ �I !/' ( i ♦ 1 l 81/C] �- Jr//' / i�/ ✓ :// J�/ // y° - /J/ i° !! °`'r y % / !'/. r` 1 \ `l T /F r r / i Required Prop inlet RIM: 28.20RAIN GARDEN\/ Description PACE` Top of Ring! 26.70 5 12-18-18 ADDRESSED 12-17-2018 TOWN COMMENTS DEDfYPO 26--- Ec'"ONAnN__ - Parkin Lot/Sidewalks 10,696 0.17 1818 181s Minus APP � ., , rox.GW Elev, 16.62} 41 LK` 4 sw 2 n Building Area 0 0.17 0 0 Minus Minimum Vertical separation from, 2.00 6 2-8-19 ADDRESSED TO WN COMMENTS K SPaversArea 04 0 Allowabfeeffectivedepth:ParviOU -17 0 , 8.08(6 '�o `C F ) C BA Grass Area 1571 0.15 7 2-12-19 ADDENDUM#)O _-- , /� OFF8ET),7Q WETLAND' Provided Depth per Structure: 4.00vlf 4 , ' ' r f _ _/ - -•-- t F , r total storage required(d): 2054 P p r I i'" 1`I ! / // r ✓ `' // .�•�� ;/• / /' or/ /f ,�0 '� t 86 t / •"OE'c_I NEATION � Y C:tiU: " /f Prop inlet RIM: 22.80 Resulting Vertical separation from GW 6.08 vif issued date description W 4 P /. 2' 2 i� °r ° -/ �• f CWMA� -tPC, �}SE Top of Ring: 21.30 #ofstructures provided: lea. ,i g 'I' } ;/ft % /j' �,J�• ,lr,/ AR EC I E Min sA r Providedstora einLeaching ( /f ' /% '``2 / r ✓ �TiORG N/ /' diLCC�,.AL S V,CC !/ u pPox.GWFJev. 13,62 g 8asins: 273 of MWAT IN16, (T�P ICAC Minus Minimum Vertical separation from GW 2,00 Provided storage in Rain Gardens SW-5&SW-6: 200 cf I a ! / ir- f ),K /. 4 I W 'l /' r /' •'� / /f /r` `'"' , .'. ," ,/� ,J� /`' g AR I`` '' =Allowable effective depth: 5.68 Tota,Storage Provided: 473 tf 2 �V r! J ' /y ,7 f ' / / r ° ! y " Provided Depth per Structure: 5.50 vif B-1 / Resulting Vertical Separation from GW 2,18 vif Description Area Rainfall ft Vdume Runoff Coe Required _- 1 ,' ,- / / .' ,I � /! / f `�• r= / ! #of structures provided: 12 ea, p ( ( ) (� Storage(d Provided storage in Leaching Basins: 4512 cf BuiidingArea 6093 1 0.17 1 1036 1 1 1 1036 C /?t ,s / / /''- r / f ✓� ♦ / / / vt�� r Total Storage Provide 4512 d total storage required(cf): 1036 r / // / / /" ✓f .. .f f 1 r/' Prop inlet RIM: 22,09 U _ / / / r L` i% f / r D /' P r` WS-7 Top of Ring: 20.59 � ,r°� / f /` / `/- ; � � / r Required Minus Approx.GW Elev, 14,00 ------------ '-•----- ---__. / r I f r r j f ,a', ` f / Description Area(sf) Rainfall(ft) Volume(d) Runoffcoel Sta Minus Minimum Vertical separation from GW 2A0 "i' A Parkin Lot/Sidewalks 18,354 0.17 3220 1 3120 =Allowable effective depth; 4,59 Permeable Pavement 73 0.17 12 O.S 6 fJi \ l� „� /� t / /� . . /r'/ r / I_IM C =f.'>AiiI,,� ' / • ,°`` Grass Area 25,008 0.17 4251 0.15 638 P P Structure: 4.00 Of --- - '� / f .✓` � � ",� :/ ! t'r° !'' / ./ / r, / / fP_.. 1 ,/� / _ Provided Depth per __ ,j r C, �E N {/ total storage required(d): 3764 Resulting Vertical Separation from GW 2.59 vif 7 ! / / ✓r /r /.7 / % rX �r Prop inlet RIM: 22.41 #of structures provided: 3 ea. ., / Provided store a In teachin Basins: 820 cf /� /� .A \�y'�� J �' f / /�I r / s RETIOt+E`ARF ' �'1� /' / , 7 , /_ , / ,� / f , / / Top of Rf ng: 20,91 g g title / d' ` N r/ i %° r' ' ' / r / ✓' u :- '"'' / rr MfnusApprox,GW IDev, 14.00 Provided storage in Rain Garden SW-4; 278 cf °" GRADING & Minus Minimum Vortical separation from GW 2.00 TMaI Storage Provided: 1048 tf / /A J�.�, '/ 1/ ��.() /✓� ; /� def /�� f /s J // ��/"��! =Allowable effective depth: 4,91 :3 ` ✓ ' �, /� 'r�V 1� #7, d / I !/ �%� f' � ( / Provided Depth per Structure: 4,50 Of > 1 / ° / / -° / ! f ' / / d ! '• r ! i f /°� / /` f f Resulting Vertical Separation from GW 2,41 vif DRAINAGE #of structures provided; 13ee, 50 0 50 100 Provided storage in Leaching Basins; 3933 cf v %C, - •- - - -------- Total Storage Provided: 3949 cf PLAN o t / NOTES: -�' I SCALE iN FEET WS-8 i r ^ Description Area Rabtfalf(ft) Volume(cf) Runoff Coe Required 1 . REFER TO DRAINAGE_ STRUCTURE TABLE ON SHEET D1 FOR ADDITI.�NAI_. storage(d) (D / O� ` ` INFORMATION REGARDING DRAINAGE STRUCTURES. ParkingLot/Sidpwafks 1,527 0,17 260 1 260 fl �O t Permeable Pavement 58 0,17 20 0.5 5 Q t r T Grass Area 1 652 0,17 281 0.15 42 Ii 2. REFER TO SHEETS D1-A THRU D1 -D FOR ADDI I ZONAL. INFORMATION REGARDING - drawn b : BRC PIPES SIZES & TYPES. tptaistoragerequlred(cf): 307 Y Prop inlet RIM: 22.54 L ` Top of Ring: 2LO4 -,. s checked by: CFD Minus Approx.GW Elev. 14.00 ' APPROVED BY Minus Minimum Vertical separation from GW 2,00 E Q \ it =Allowable effective depth: 5,04 scale: AS NOTED r "OARQ Provided Depth per 5.00 Of project number17106.00 o PLANNING LF! ng O a i #ofstbruauresVertical p 1pVedpadration from GW 2.04 vif c-� l TOWN OF S0�40LD �.-,nning Provided storage in Leaching Basins: 342 d Total Storage Provided: 342 d sheet number CD DATA 3`\ ,? X2-0 THE EDUCATION LAW OF THE STATE OF NEW YORK O O PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O '' IN THE DRAWINGS AND/OR THE ACCOMPANYING KEY MAP c ('� OFEAI LICENSED PROFESSIONALN NGIDONDI ENGINEER, ERE CN `� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL i- ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE / THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 9 YRIM 20.50 ° ,"V �i• / ' x&63 ,� % j,f6' x'j \ f'' ♦ A/ i77 .20 j p Rrr \ f\ /"/ /` ✓" f ./ x�4QR' �^i• ./ ,/ .. - . RIM 25 j �:n1 ` 20.50 RIM 20.50 No_J �, � / i' -`f,•``� 16--x. .+`' • ,` ' J! •• y` f,' .,' - 3P.QP r / \ � >/ ��- ♦ f"'"'. Q. C>✓� ~ " `'=}-19.05 \Ljj x 14,V Y oQ I! I I i I I 2150 , F- kms '' f' f x isle llo 0 � 9 / � i I x 2. P ^j m L•n/ °' F ®-_ F_ F F F \ °/ }f` j� j x 2\4.64 > I I 0.5 0 21.10 y rt� W- 0�w r I I I I </-�,. 20.50 RIM 21.00 - - ..__ ' ,' m r I I i I I I 22.3 22.70 �`� i ✓`J `. .' ' CONSTRU�GTION FE CE `k�' 20,50 3.75 !�+ •---_._ f i' � \ '`� 21 a7 x e1.46 d..:)� - '.\ I I I , 1i 22.00 �z3, / , 22 ' _ ° S,tLT FENCE ,�' f f f , ,• 5'99 , ... . R .53 J t 31� HOPS5 L17 '" ` /(I.E. LIMITS OF DISTURBANCE) x 1382 I RIM 28.150 I I I oo --2 2 3 ® 1 I `�� \�� i� �k/` , , j (TURTL BARRIER)/// // �`� /� jr 1300 Walt Whitman Road,Melville, New York 2. I \ 23.13 : / / j j° 11747 / I I II z �, 2 .r3 f �' , 2,0 5 FRESHWATER j / 4 � J I I. •� -• 'I 2.00 .. 22.00. 22.1 �OQ � ( Al � ,� �/ � /� W x <,73 �' Phone 631 300 1010 � 23.13 -� / / ETLANDS, 8Y c,W. ,` LEGEND: / _ \ a\ ° % ``\ ij /' BOWMAN, •LAND/0SE ESI„ owner/developer: T T T to I ( ''-'` i o •� - 6 /_. \ « s/ f AFFIRMED/3Y NYSDE CONIFER REALY LLC q j lea I I I I i . 7 L 8"0 PE '0'22.00-, _: ry > I I I Ih 23.20 --►"",.--�.�, I 2-'00'. `� f •1 23.2 23,20 �n \ F LETTFt Nq/20/2918 83 E.Main Street,23.20 23.20 43.20 ,. \-w `-y--.�o J f \/ See Suite 60 4 I� H ZO Oo ' /� 22.98 PROPOSED SPOT GRADE Rochester,New York 14604 ' z t I I I II i I� z w: s �, I' 23.20 23.20 I p 3 Z W 23.20 J x_2Pos r .� ; ,/' ' Site/Civil Consultant I I l g w N ` W _ 22.7° 1 � TC 25.50 PROPOSED TOP OF CURB 6P J-,Q, `N 22.32 T 23.20 10 LF ! ' / '22.231 O F 23.10 V `\1$"0 HDP X, �■ , 0% Cy /� - / j // ,/' BC 25.00 PROPOSED BOTTOM OF CURB .0 °� C7 W -! crj \. + `i �. LIM S ORF:. 100; SETBACK / /° / FS ET TG WETLAND j'� 2. C- LL N W ��_-�' ` / ''" ) TG/WETLAND r\ l FC 25.00 FLUSH CURB ELEVATION � '■ � I, \ .2 29 � esa\\ � �I . �. ••i� ` ; ..23.20 �•- �' N o� i �. �. 2 .so 1" I� 23.20 m t- Z II a� DELINEATI f JBY C,W / x 1417 \ 1 3 ` j t X x II I \ 2.00• 22.00 y' 23.20 U_ �`� _ \ BOWMAN�LAND\USE i y 22:00 (\. 23.20 23.20 __-- -TC 23:oa `� - ~ s�, �` J f RIM 25.00 PROPOSED RIM ELEVATION RIM 25.oa 11 II 6. - 23.20 �"® 1 ECOLC ICAL SE 2V�`CES, .� ELEV 3829 o • , i � '-~\ \ \ . •. :22,00 : . ---- �T \ BC 2 .50 `� MOM f •j-- ; � -,;� , 1NC (NPICAL),/; � Ai• j � L K Mc1FAN ASSOCIATE3E P.C. x Past 337 ' 33.74 \ .� •1' j % 23.20 _ - ► / % / ! 437 SOUTH COUNTRY RD., RIM 24.50 \ b\ / 3.20 ,�� E I x ,6�f f LONG ISLAND, NY I v J t ..... ' ,23.70 _ \� O':1 `\ ( r } ` I! $2.00 ��r 23.1>r3 scr ;/� I "r O 1 ,�' ( PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 Q j, . II �. J \23.00 "�1-_ ✓ f 23.13 3.13 r-c �`' 23.1 / s r t J ` Tei: 631.286.8668 W/ SOLID COVER M I ` \ \.'� �? I f 3.47 23.11 BC 22.64 TC 22.6 's? ,'x311 0 ` -� f, ' f f / ��' I i / \ �' \� TC 23.00 BC 22. / ~ '� e:r is /� \ 23.1, G c r x I \ 24.91 24 23.7 G G tr G- 0 x G G r;Z-" 15 ,'F x 144Pj� �1 f� r , ---� i 1 f �' x}4� PROPOSED LEACHING BASIN x __ TC 23.06 BC 223 f �' + `� + '16 ' W/ OPEN GRATE � /� I II I BCI 22.56 - F Q� P.2 TP-11 `6 `ti_1 :�_ B��22.50 ,. / x 1aa/ t ( / \ o ! 22. \ I a J 26.38 1 x , �% \9 VINEYARD II I T 23.671 tib G 22.sa ' C 22 4D y z / ✓' r / /� PROPOSED CATCH BASIN VIEW II I B 23., �Q BC 22.70 Tc 2.137 I , 17 TYPE C-2 NORTH ROAD \ T 22.95 r TC 22.42, , ' /F, , ' I ITC 23. '2 , 23.09 � BC 22.17 L BC .37 /` �/ `; j /, ' Bc- 2.64 Tc 22.35 Tc 22.9\7 1'PIb f' f TOWN OF SOUTHOLD, N.Y. 11939 �,� 39G \ 2a.as ��--- 13c 23. 2 a i C 22.84 t �;� ® TC 23.15 C 22.89 BC 22.10 R�M 8Q Bc 22.40 w ss I /�' f ®; PROPOSED DRAINAGE MANHOLE x -Iz ►cLANDBA + 1 BC 22.90 nom' BC 22.70 RIM 21.80 22 �' A " �✓' I ,� , 1$ ( ) • x '' i -- 7.11 � � - TC 22.95 TC .40 \ _'; W r � , SEE TABLE FOR SIZE TC 22.95 ( 22 30 R BC 22.21 BC�22.15� ` 1 PE ,'-~ 15 LF C 22.x0 \18"0 DPE , II ° TC 23.6T.,-Tc 24.42 TC 22.46 " �, + FC 22 41 x ' / fI-Al ' :. - 7T= BC - A - y ,� PROPOSED HDPE PIPE �: ��'�� v\ / E E E E •: 22^40W 1 (SEE PLAN FOR SIZE) 3488 II 6. 5 Tt��T T T T `ZZ ♦ •-- r -� ti 22.6 ,+ ,,j { ;` ,r / ♦ 271. I f' ♦_..f ® \ i / � >� 0 / I II TC 24.33 FC 22.84 TC 22 28 T ry + f k /� /r ✓f j 3 '''` � 3� e � � BC 23.83 BC 22. 4 TC 22.3 `1' � % i ,a'r/ •,,/ �:,.,. "� , , f'� PROPOSED MATCHLINE , 429.78 7.7 7 35 B 2 T 3.1 22.80 F BC 22.1 21.98 ., \ / ,; � / / M ` I -F2 i I \� BC 22.90 TC 22 96 -- c24� y 2 �.` /� �, / \ ,� , (SEE PLAN KEY) ..NA ,; I I 1 .. I � T T T T T T T 7 '� ° �� All '�~ I I 360 11 BC 22.90 BC 22.77y TC 22.54E� �f i �// j S 1S _�r s S s s s� c f 23 1 TIC 22.98 TC 22.6 > -� T 24. o BC 22.75 ± BC 22.3 11 N T`c 23.oa 2�3 BC 22.50 ,'` x 1.£ /' x NON- DISTURBANCE BUFFER TC 23.00 x� `-_�! x i "��-E I 1RC I BC 22.50 it' `.� ,, . i -"�E_' \ 1 1 -1 -�� BC 22. O a I.._.__.._._ i '� f' �f )) 13r, 9D T E T E E7 v \ 24.90 -- FC' 2.�j ,`� fe ro ' 3,.PS ' G G G G-_ T T T e T 222. 0 c o ■G 8 - ti 1 23.03 TC .91 TC 23. 0 " 22.6 co - - - - -/ - - -�- - - 2292 BC 22.41 _ W,.. ` f 3.,1 BC 22. a i 3. 2.75 REAL ESTATE DEVELOPMENT,CONSTRICTION!MANAOIUENT ((�� 23.11 / \ 07 24.90-_�` C 22. 23.1 23. 11-�r- 12 .13 i / / 113.15 G G G G G G E � � � �,°`' '•Y80t /f � --.-..,, I �d ° ' i FC 2. 9 22.a6 x 23 1 ? j 1 .j . \ 2 23.13 , ;' s°' r' . ;., ', r f t TC 24.09 \ 15 _ �` I � �2 Td 2 .20 T �� ' z seal 2.55 2.42 \ \ a BC 23.59 ` Bq 2H70 Z3`15 23.20 '13.17 /f 23.20 23.20 > 1 3 .32 F \/ N6, g= -3.79' 2V20 / 23.20 �� 22.\� 2.58 N ! ° r'"r % / / ` *•,' t ' : r) W W / -0 0i / " 23.20 ` .48 3 I 32 1 x 314? h s x > 11 o a 2.61 IIIc a m ti 1 (� W �1 /Lf�� t �.."Q2 50 Q I I h 9 ^w-..... r 1i` Q h LL t V v. / \ 1 / .� 32.3 I r / _J �o` t _ 2.59 J • r :. a , 1F CF 23.20 ^`1 Z W N RIM 22.00 o ! TC 34.17 -- w �5 NOPE ra " N 3.05 � ' ; �" BC 33.67 �t '"` 8 \+ DpE LL a .o x e �` _ 22. I x Pe,4a I PROPOSED ZIPPER DRAIN 23.20 x TC 33.6 I I w o TC 2 .0 RIM 4Q c ?� f BC 2 ,5 -\ RIM 2 0 TC 33.9 , 7A7 / BC 33.42 TC 36.71 TC 2 .3 INV ,22,47 r -� 20 �► f/ j� - _ - issued date description ' BC 30.21 _x you BC 2 .8 / !! ` ° -T / f v I "� TC X33.50 Wim" , k t 3.20 I II 22150 f9,44 /✓ / j' / - ( I - „ 1 7-19-18 2005 WETLANDS DELINEATION i a 33.00 M C 26,50 BC 25 82 6.3 ♦`� �b 2'3` 0 i ',3 23.20 23.20 , r� �g y� 50 2,07 /' /i / rr U 1 �cv I i TC 2 .5 �I e L - / _./ �.\ ,/ / 2 8-22-18 ADDED STR'S:23c,23d,37b 33.31 33.10 ''� 23. 7 F U I I JCC 2 09 .. '�.. 69 ? v v __ x 7 q3 56 -}^33.02/ 4 \` T !�9 Z 23 20 / 23.15 3.0 v- RIM 2-S Nil Ill x e\4 B /2 j I / W� �8 7 ` �Z 23.20 IM 22.80 r T RIM T22.80 T -T T T--- --T----- �. j% / 1 97 - 22.98 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS 3.37 E - � ,''`• / 5 12-21-18 ADDRESSED 12-17-2018 TOWN x I "}3 3.13 N 4 N " 23. 2 -.♦ , e 4 22.60 22.90 �, (p r ♦ - i 11-33- F •--- i i F / oo M�1 aT 4.10; , LF23.1 y jV / �� 3i - DDRESSED TOWN COMMENTS / \ HDPE 4�e 23.10 3.10 /� X1 • 2..3 �+�,,` 6 2-8-19 A M ENTS p / ! raj Tc 33.6 N `♦ ' •1 15 LF ! T r F 3.0 i w--waw• --w w w:.♦ w / co I B 33.1 4 / ` d y % / 23.1 15 LF O 18 fit 1 22.6a r x e�.sv p 336 l 4 i - 7J' 7 W` c� I cv 23.63 �, v - N / ` 18"0 ► 19 ., � *``'- 8, 2-12-19 ADDENDUM#1 0 8� 2 .67 "'p----O- e N I s 24.83 i •}Ci J 2�5'- ►Z m ' ` . t7 „+... t` x I.I ►� \ /TC 24,00 ky Z �, P386 3.29 ` H --�- issued date description r TC �78 BC 23.50 24. 5 '�4a� j +�__� q4, '� P 8 / �.1P BC 28 0 �E w , QJ Ep ( � u ._.�..,,.._...��, „-,. � p N / 5 3r e3 I / 24.59 4 rn 24. -,. 1 ,720 /' y P x Pc47 "- U rn a 3. 5 - I x Pao, 20,19 _ , 23,39 ^�m O 23 Y 6 3.1 0 �- I 1�JC R � '}32.5 x 3;.s:Wr .� 25.85 ! + 03 y ,b x Pu? 3.2Q. FC 24 / 5. M. 2 10 ..,, 2 .O8 BC 22.30 _,_ ._.- T., a i 75 I 39 in y / \ 13 >00 /:.. 23.20 TC 23.00' TC 22.90 w - 1 % 34. 1 j IwI - ~- ._ TC 26.33 `V �', �`, \, 044' - P.4� t BC 22.50 BC 22.40 TC 22.80 BC 22.50 r 41 1j C 25.83 -' ®i ti �0 �l O 23.1 23.20 BC 22.30 24.16,, y O `. - 24.06 j0 �1 3. 23.09 ---,.RIM 22.00 TC 22.75 I 24.29 `` '8 Y 4 PROPOSED ZIPPER BC 22.25 I o ' j _ moo¢ so O� DRAIN BC 22.46 B .35 U 34.95 ' - �, \ 24.40 r 23.06 2 .Of� I TC 22.70 _ T �.59+ + ry�o -1.5 f 1 y �` + �i a, x 4 13:0' RIM 22.80 TC 23.00 �` + �8e T r m I� 34.94 26.38 RIM 24. 2 \ 24 4 CP INV 22.47 ,, � 3 •�-.�1 • 2 .. _ � >.� _ N ec 22.50 . 4.59 I \ r TC 25.1 25' 7 24.jLt3 f \ 1� HDPE 23.25 RIM 22.60 TC 22.54 E`, x t \f, TC 25.46r BC 24.6 N v.s7 +� ;' i 4 17 is 3.50 /+ 2 .09 4`� \ ` ' APPROVED BY C_24 8 23.20 i / j ► I \ I 1 8 ,�� 113 r tvt 224 (# y 1 c a 25.11 TC 25. 0 \``` \ ��-}�- 1 q �` - y Fig-�� 3 LF 1 1 L 3.20 N 3.2 { BC 22.29 0 I I rLANNING ItOARI) 32.,4 - \ BC 25. 0 25.x5 .,/ �, -{2 2 8"O TC 22.57 .� s I 35.00 J �---'f 8 ' a ,,vim 3.75 1 `� 23.00 2 N TC 23.00 -1.2% BC 22.32 J I I - <7 Tc 2 .2 /'" \ . 1 TO1�lN Oi- SOunfOLD j 1 4.70 x 3tra I 25. 8 1 BC 2 .7 26 � �" �1 63 0 _ 11 BC 22.50 -RIM 22.2 o s \ I x .3P • 24 � C'7 a �: I ; title a-�i I I \� s r,� �TC 2 .5 6. 25.81 \ - a ti 7 23 --_ m TC 22.69 T 22.54 ` 22.255 ,.- �`� I 1 B 2 .0 ,•.,, , 2 „ W -J B 22.29 IM 22.26 ®�T \ y 25.531 6 F__ E -�44 r 1 2 _o�q ( NORTH ) TC 2 .215 E .73 ® / - °�° \,- " BC 2 .75 26.�J5 / , 23.67 1\ - J J 1 \ m o 3 I 26 t - - - -f \ �� Q DRAINAGE > N x ��r 25.33 `ti_ - 07 'J y i \ �,/ H "fC 26.70 \ .34 Z \ '� x 1.058 48 LF ,� m� I x 2873 d x r427 \ 35 0 `>'r'._ ••� 3 C 6.90 �b \ `� 3'23.1 \ 18",D HDPE +'. ,'-_ `,I C 26.20 251 .m \ RIM 2 0 4i C x 33z 6.66 23.06 _ PLAN I \ 32.60 \ --� C 6.40 ° 27. 0 2 rzs \ \�I 0 I ' + 35. 1 \\ I "fC �' 6 ,\ \ 10 3.20 x 192? 3.2 18 HDA t i2 4 \ 49 3C 26.49 7.0 \® � \ RIM 22.29 0 20 40 x - I 126.99 2718 + � RIM 22.00 E g Feet 3 . Z 16. _.__1 In \ �_ -25.40 23.10 PP PLAN KEY TC 23.00 32.60 4x - -- 8. 413 12 27.91 x 3162 TC 27.90 Z7. 5 \ x 32? 23.1 = x 1 BC 22.50 !1.04- PLAN _ , \� 8.88 TC 27. 0 BC 27.40 25.52 ® S s S s SCALE: 1 20 o t I 8 BC 7. 0 ( FC 27.13 27'15 ' i'��, \ BC 22.47 i a \ L4 / + p BC 22.50 - drawn by: LMY 2.49 4 7. Y :Y� \ 1S S S S �. 34 x 33.P, f�h I H Tc 28.16 FC 2 13 x•40 . 25.57 / TC .60 ti TC 2.6$ TC 22. ani S'IS 2.70 2.6 ( BC 27.66 0 27 9" 6' x 6.°, 1 Q� 23.37 3.0 23.1\2 TC 3.00 JBC 2.43 checked by: CFD 2 7 28 28.22 .125.60 23.03 \ `r CL 2.88 FC 27.7 B 27.40 \ o BC -22-50 a k' scale: AS NOTED „, 3 2. 8. s -}2 g 1 22. 0 � ° D 1 _ A D 1"B -' c ' x 5.56 \ �*� � 23.18 � x2&35 ' `� . BC 2. 7 TC 22. a' E a H 0.77 0. 6 2 . o FC 27. 0 24.as 23.a 7- a TC 22. 2 --- D 3.07 1 0, was 4+meu 23.25 .� _ •� . 33.02 f B ? x 3P..4 oa 23.20 3. 0 -7 x, BC 2 1 - 22.70 project 0 sg ' \ 3.19 _ TC 18.16" \\\ 15 FC 2 .5 F La 1 rn � 3.31 A n d 24,22 5.45 25.22 �T ro ect number. 17106.000 � - � � � .75 LF / � x I 2 1 O 0. 3.39 -_}33"19 31. 9 30.26 T 7 s BC 7.66 t5 NpP 18 p ,i 1 LF I TP ° w \\ TC 26.70 '�` \ \ \�;RIM 23.1 23.09 - ut of To'.vn ` 3. _ TC 2 25 ` �8 8"� HDP ` rn � 4, � I 23.20 22.86 1-, >u 3.54 x3343 f J 'Z--� BC 7.75 BC 26.20 -F \ '-RI 123.58 \ 23 �F �22�.95�` j 23.16 22.92 `� O i - 2 •,Id u 4. 28.60 28.80 �4 39 6 FC,�7.$0 �$ + .85..--- 3.95 " OH p l TC 23.2 23.03 22.65 P.•-nning Lo_,. sheet number J 3.73 a s c s FC �L/•72 �� 26.41 n+ , 23.78 F 23. 1 y y C 2662 O 4.06 7P THE EDUCATION LAW OF THE STATE OF NEW YORK o 1 \ 4 s TC 28.63 TC 26.2525.82 0 TC 24.00 F 22.72 PROHIBITS ANY PERSON FROM ALTERWG ANYTHING TC 0 F�1M 22.40 TC 23. 4 C 2 FC 22.58 IN THE DRAWINGS AND/OR THE ACCOMPANYING 25.31 BC 23.50 cV O :92 39 �� 8.16 BC 25.75 .30 � 23.39 x 34.1 r- I W ® ®� �■�� ® i• Fl` SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION ElDrfD )5 , O p _C _ - 30.59 s TC 38 s °�_- OF A LICENSED PROFESSIONAL ENGINEER, WHERE DI -A N l� D 1" 34- -.__ _ 4_�C 27.04 *�TC 26.95 D TC 3.-, _ 23.66 T 23.35\` TC��3.0. 3 TC 83 / �o '� S-' c 23.28 S 22 $�, S S 2 78 \ C 22.36 RIM 22.30 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ! ` I I I 2 .31 _ Bc 11 -� \ BC2.7s8 �' .._ TC 22.61 TC 23.$$ ENGINEER MUST SIGN. SEAL DATE AND DESCRIBE e- THE FULL EXTENT OF THE ALTERATION ON THE MATCHLINE A-A DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) i Iasi -7,0 I rD.Ds PIN&CAP FND, / x 11.77/ '\ 'x •04 ` l � x 1321 1 0 x AID / x1JB �� f f x A-V A\\X�✓ f x 1Q59 !' x 1897,," / / / 1 '/ 1 , Q x ,73 -�, / ,,f/ \ j,00 Walt Whitman Road,Melville, New York 747 Phone 631 300 1010 �1382 ,� ,. \ C� , -- x ID.32 LEGEND: owner/developer: CONIFER REALY LLC 83 E.Main Street,Suite 600, • � ��,,% , x 11.1.,• � 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 /' Site/Civil Consultant / r / f l TC 25.50 PROPOSED TOP OF CURB TBC 25.00 PROPOSED BOTTOM OF CURB FC 25.00 FLUSH CURB ELEVATION x le. T RIM 25.00 PROPOSED RIM ELEVATION f ,✓�/ / �' / x t3 N L K. McI�AN ASSOCIATES, P.C. LONG ISLAND, NY 437 SOUTH COUNTRY RD., 1273 / , / \ PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 �. x 11.72 / x 13.17 `� Tel: 631.286.8668 t / ! +�15; W/ SOLID COVER x 1,.72 PROPOSED LEACHING BASIN f� ''f \ W/ OPEN GRATE ,y+ � x 17.73 � �^ / 'I ! \ 722 �� 2005 FRESHWATER PROPOSED CATCH BASIN VINEYARD VIEW WETLANDS BY C.W. X17 TYPE C-2 NORTH ROAD BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC TOWN OF SOUTHOLD, N.Y. 11939 x 1��6 ` �\ ,� LETTER 6/20/2018 ;o; PROPOSED DRAINAGE MANHOLE 1$ (SEE TABLE FOR SIZE) x 1776 PROPOSED HDPE PIPE �� ._., �:.:• N, ;s�=, � .✓ ;' / ! �. (SEE PLAN FOR SIZE) 17.90 i x,,.D, /> 177 1 - - \ .�. PROPOSED MATCHLINE 4 14,, (SEE PLAN KEY) .w . �' lb ,y+i / /•'/ i` \ `X 19.1, ' ' "•'i ® �a NON- DISTURBANCE BUFFER x 17.05 /A / /J // //JJ// {I / °q 4 s` ° conir %!1•,1,,87 ,.--• ° %19.27 °: REAL ESTATE OEVELO/NEXT,CONSMVCTIOX R MAXASEMENT ,./LIJ z PIN&CAP 4 r- x 16.17 ! /!• .- `. ,� \ °1 \ - :,, , X 19.19 / „ ..� d'° ___-. 1, Seal ✓ ` x11-tD x 2D6 0 l,.D. 19.33 ° \ S"� I:1 �' •-.i \ T•1 / � j \ x 813 0 / r � � •1 :"1 J.a � Jlf/ C '115 C,ONSTRUCTI9N FENCE X ` \ issued date description x PP.,9 x 2'- �; 97 / SILT F�CE ` / \ x!4•ID ` \ 1 7-19-18 2005 WETLANDS DELINEATION ,�` °\� j 2 8-22-18 ADDED STR'S:23c,23d,37b (I. LIMIT OF 1B 3 S'TURBAN �, t \ \ �� '1-�o . ; . . \ �/ �JRTLE BA ISR) x � 3 12-21-18 ADDRESSED 12-17-2018 TOWN / , x 4. t x B.b4 �I S� z o��6 �_.� \ RIM/20.50 j \ \ \ \ /` \ \ 4 2-8-19 ADDRESSED TOWN COMMENTS � ___--- '�:.�.�20.5c1 o~ ° x 1 // \ \ COMMENTS ° 2 f \ _ '♦ \ \ \ 5 2-12-19 ADDENDUM#1 p 77 - �\` lr� .`�� ` ..21.74 r� •...-...._..,-•-."".. �• •\ - .\ � 19.,3 / / � a / ,✓' ♦ / ° x 7.83 s -- O _......._._---- TC 23.00 ,�"....... .61_-_- BC 22,5 x n f BC 22 '" T 23.10 �� - -}21.40 /f' i.�' ;\ \ \ issued date description \ ` r F -MF - F - F - F w FE?G F TC 2 .00 2 `` ! ,\ // ✓/ ; ` `° / x .3 C 22.50 g 3.09 w , 3C 22.50 \ ,r' ,s /,r ;y\ f ` �r / x 9.41 a 3. -6 x21.23 , + r Q� I 3.11 422.50 \'�. �` �o / LIMITS �Q 1.00 SF,�TBACK o STC 22.75 �� FC 2.50 >r F o r� (OFFS•ET) TO\WETLAND 41 BC 22.25 ( ,1`fP-6 W TC 3.00 ' .� W \ F TC 23.00 ;' \ / DE tNEATION Y C.W. �•. i` \ \ V BC ..50 F F 1BC-22.50- F F F F -_ - ! 0 -1.5 ' �� / WMAN-LAN USE v ` l I LI=D /+ ? �. I , TC 23.00 w w w w w w n / ti4p _ ' T T `. / ' ^, BC 22.50 \ COL0.71CAL SERVICE j �, I 23.20 ^ , . CL I - ` 1 I 3.20 423. / % 13 INC.)( TYPICAL) rn I ► 23x2897 23.20 2.2% /10 + _ 0 �° / f/ ` \ / x 1313 22 4 s �, E �� 23.20e. � ,\ iL 311 a te' W ' 1a 23.20 Ic \ '� L / 1 �- ro IF Q N ;� W 3.20 .23.1 ° A cF /' �` / + LIJ � co N N I / title }1- 0- TC 23.0 // / 1� / ~ 23.2D ` r�'r.. 3.20 I' 0. / f/ /,(,`4 m z 11 BC 22.50 2 J= RIM 21. 0 19.80 , 4 ,� ,PPR4NEDY EAST DRAINAGE `oQ L �, �4 S 1 .._i 510 . \ 20.8, / TC 22.46 .-EW _ - 5.9 ( ''4 / -2.2 ii BC 22.71 `' Nb N /T 22.46 T 23,00 CO Z W . ° TC 23.00 f 0 f hl W 4. / MNNING �QAm � : 23.20 l BC 22.50'-)\% j ® C 22.36 BC 22.71 B 2 .50 W J M F w z1�?4. �/ ^� PLAN I F .19 23.20 3.20 t 022.60 0 LL CV I z9: 9 .5S ;' �' \ TOWN! QR' soUT�'�0�.D OP ��_J TC 22..3 22.D J �) x 4 �" ``i 20.47 1 x 1916 v !.29 j' 9 C 22.6'1- C 22.71 Z - �� °/ ; n/ �N• � \ / `` 3 12 � g v B0 212 .4 CO (�, TPN Q 4L. Z \ /% , [/IiT� 2 O I 3 / _ 04 23.09 �f4� 3 11 23.20 23.20 cv cv (� \ -s s C I t - <" 3 PLAN KEY 7s s I BC 2 .6I-I5 s s -s FC 22.32 S �� ', jar,,, CL %23.00 / a 23.10 FC 2.35 y TC 23.00 23.20 �I \ r_..% " \ 0 �` /' �f x 20.,9 FC 22.47 . 8C 22.50 , \ / drawn by: LMY IM 22. 0 2 .00 d m S W 23.14 c \ . 1M 1$:50 \ d00 1 �z vRIM 2 . 22. 1 BC 22.38 23 23.17 23.18 _w 18TCC 22. 1 \ 18.50 i / /� / checked by: CFD H -0.7% •• `L1� 5 � � // / ./ // / ,r .� •�'. ) '.. CL + j ® ,s"m �'® `. 0 3 BC 22.95 TC 23.20 �o _ r, A " , E n D 1-B 22:70____ _�/ P +,BC 3.1 L 23.15 W BC 22.95 ��° I -'_ / '- _ \ r ,::°_=---= G scale: AS NOTED 2 1 3 2 '�. 3.13' oa i f ✓ D 1 A r C 23.20 F.20 /nl T 2 .00 �f / I I / x 1960 ,r' J` /r ,/ 4. v ".'. '; project number. 17106.000 LO 0 22.86 €1C 22.70 �; BC 23. B /-2.50 R 23.10 , 1 23.14 2.23 BC .70 TC 23.43I , , 1 cii o 22.65 d TC 23.30 23.63 23.7s -I- C 23.0 BC 23.18 BC 2. 7 �1 1 / I 1 �s'4 / /� / ' _ W / X 19.50 j'/ /' / // rCUi lull Town a� BC 22.80 B 23.13 - TC 1 / a� TC 24.25 � BC 22.72 02.-8 ` _ - � g. ,� .' g <^.,I TC 22.95 BC 23.75 TC 22.97 2 .235/j- 3.03 2 6 F c / / .:. BC 22.45 x .64 / ��- '!�� P�unnin F. , d - - I ! / // sheet number � �y-.� -� FC 23.80 BC 22'76 u .22' 8 / ' Af / / /' / s� THE EDUCATION LAW OF THE STATE OF NEW YORK �. �n ® ® W N � Fes` � x p�® PROHIBITS ANY PERSON FROM ALTERING ANYTHING O / ^" TC 24.20 TC 23. TC 23.03 " 22,97 % /` j i % f IN THE DRAWINGS AND/OR THE ACCOMPANYING O i RIM 22.30 I , , i' 1 TC 23.88 O,k' BC 23.70 BC 2350 BC 23.36L D 23.1 < / /' ; / f SPECIFICATIONS. UNLESS rrs UNDER THE DIRECTION C (� ,r.�� BC 23.38 TC 23.66 y� C 2 1� BC 24.30 TC 23.13 I ? j d !�_ / /I �� OF A LICENSED PROFESSIONAL ENGINEER, WHERE N D1 -C D1- / 0 Tr ��oa BC 23.16 j x �,� BC 21.69 r 7d ��, Dr ")0 oQ� P I KIN / I I I / ,0 j"lo / / 40 �/ %�9 / SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL DI -B f\ :. Feet THE FULL EXTENT OF THE ALTERATION ON THE MATC H LI N E A-A � 'I' I ENGINEER MUST SIGN. SEAL. DATE AND DESCRIBE DRAWING AND/OR IN THE SPECIFICATION SCALE. 20 (NYS ED. LAW SECTION 7209-2) D I C MATCHLINE A-A " ! ` �� - 8 f---- 5.56 ° 1J.1 ti , E� i' Y„ f' 1 0.77 0. 6 28. 0 25 FC 27.70 \ ,� :. . 91.69 34.8 3 � f:3 3 3.07 2• 1 f 3P.B6 x Px 7 ,� I 22. E Lel. L - U 3.31 °' B x 3[II "' 24.88 _-` 23.8 -\, 23 20 7 TC 22. 2 x ! BC 2 a 1 ' 69 3.19 9 " 3.02 i_ , M , M i 2�p 28.22 TC 8.16- 75 5.45 2�F 2 ,� 15 (< ' 3 _ FC 2 5 i 22.70 3.39 31. 9 30,26 c r BC 27.66 „ 15 pP Its- crit ¢• p �� 1 4 T�- 2 1 TC 2$.25 �.. 18„ H8"� HDP RIM 23.10 23.20 ° 3. 3 27 -%-�. 23.09 d� s TC 26.70 � ;24,18 � ! � F22.86 4. 3.54 x s`3 28.60 c f BC 75 BC 26.20 RISA 23.58 23 CF 1y 22.95 \ 23.16 22.92 2 p 2 28.80 4 39 FCe7.80 `S `� i 3.95 m' D� T2 23 22.651300 Walt Whitman Road.Melville,New York 3,73 a s FC .72 1g 26.41 N i 23.78 �V e 23. 1 1 1747 C 2. Phone 631 300 1010 a1'Bd X'34 3 ? g1 ( 8.16 ry TC28.6,3TC 26.25 BBC 25.75C 25.80 25.31 25.09 BC 23�` R1M 22.40 TC 24.00 TC �C 2 FC 22 i LEGEND: x s/r mwmnm i �� 30 23.39 ? 30.59 > TC 038 / s �® '�'� FC owner/developer: 34-.. C 2 �y4� C 27.O.0 TC 26.95 S S S TC 3.78 23.66 T 23.351-,, TC 3.03 �' TC 83 CONIFER REALY LLC 31 C 26:5 :4� -bH3,28 BC .11 -�S f 22.85 S S 2 .78 C 22.36 R1M 22.30 B 2.7x8 TC 22.61 TC 23.88 83 E.Main Street,Suite 600, I /y. 9 37 „ I 8 80 N , C 1 ® s s s z s s s s s s s s s s s s=�s s s s ® ° >0C 23.38 22.98 PROPOSED SPOT GRADE Rochester,New York 14604 �r BC 26.14 ? B�24 25 � 0 TC 23.96 ' � I I 28.04` 0 1 6' TC 26.64 TC 26.37 23.75 t� X 1 8,77 28,3 TC 23 54 , TC 23.68 c�i BC 23.46 fY / BC 25.87 TC 24.35 BC 23.04 @C 23.18 TC 288 \ X25.69 23.60 .22.99 BC 2 38 Site/Civil Consultant \�J 7 x BS . 9 x .18� x 3#.96 W _J .y I _._....� � y/ z >�6 �,, ' n n n n C 23.8M5 n x�s° M 1 28 4 0 _ W 28.80 c e a 78 i'- b 6i� ' - x£-26 i + - a x a - -�- � -----„ TC 25.50 PROPOSED TOP OF CURB z 7.9s _2&40 -- 3$3- I x 3077 �� W E C 70 777.80 < 7`a , r` 26 BC 25.79 TC 24.59 BC 23.80 BC 23.13 -�° 24 24.75 ° 24. �-� BC 25.00 PROPOSED BOTTOM OF CURB U 27e a /'' FC 26.56 BC 24.09 C 2 00 - b� \�2 0 3.96 CI I o E_�_ T T T TC ?6.47 25r1�_a �- r,, ^ pt. �rl�.��t_�� }- FC 25.00 FLUSH CURB ELEVATION W ■ J 4 ° \1 4/ / E E E- E E-B -n4. ' T G �O9 E E E [ .IfrW -- m o, . ' .� . --ov-a4:�g--E E `•."Y t/ � r C 55 5.80-�t� rya �- 1 y 235014 TC 0 28 19 I-I- 1 -�` s ,•- BC 26.60 x P6.6b C` 4 A �` TC �4?J9 1�25-40 f �/� 23.50 ' BC � .. W ®� 26 / „3 F P 58 4 X Pa,eo 25.os ,7 . 2• ` 2 ,,, t-- 24.56 RIM 25.00 PROPOSED RIM ELEVATION L K McLEAN ASSOCIATES, P.C. I \ 40. �� 28. 7 8.90 % RIM 26.00 , • .z'. <( - __ - J W LONG ISLAND, NY _ I I� _ - T� - - z W {- 4 r 00 437 SOUTH COUNTRY RD. � (, �`' \� � � � " 8.82 2$.ao I ry6 ,' •' � �� . • •,2s.8s �,: �1�SWAl��J�O�l�f� -2 _ � _ � z LLI ' X 91.89 8.80 V. .. ^� :�. X2998 GP ER UJ" �`2 % PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 71 ` I 8.7� �`` .n!P� 6 26 c (�, t- �> � Tel: 631.286.8668 r V Z x Pa7b 50 RIM 24.50 O� Q 15 W SOLID COVER a 90 \I S�'O��O .P� 3 RIM 23.75 2S `1. ( No.I NOW � .O LL( I / n t r1/ % _o 3&.^ �, 82 �� i 23.50 - 2 .50 r I 0 tom. PROPOSED LEACHING BASIN RIM 27.82 f RIM,26.00'~ / --- ___ _._ _.__ X 0 ( ( 1.16 f W/ OPEN GRATE N \. 59 1 9T' / x eBl� /i VINEYARD VIEW x N M .52 >.92 x P�,2 4._ T, ( s7 TYPE PROPOSED CATCH BASIN NORTH ROAD - x .IS r7 `.J.27.43 7.00 t- \ /' �•. / �. �. v I ` TOWN OF SOUTHOLD, N.Y. 11939 s�so 7� 8 �►' / '' / °, i �' +®� PROPOSED DRAINAGE MANHOLE l '`�� Z °� x E6.0_ �� C STRUCTIONf FENC�`' �,/ ° -18 (SEE TABLE FOR SIZE) 67 �, ,rn PROPOSED HDPE PIPE I,� _ . "' / '*, SILT F NCE ` f c, f/ / (SEE PLAN FOR SIZE) / ( B NCE rN I.E. I M IT 0 F ST U R A RTLE BA ISR) PROPOSED MATCHLINE `� �r RI (SEE PLAN KEY) i t -'" ....••.""..rte ' ` /,,9 !� /rte-_ / / 3.5 24.`33 x 2277 ,;� ,�'/ NON DISTURBANCE BUFFER X 2,.76 �. �fvtlTS OF do SETBACK >' � _e° x 36.33 /57 `` (OFFSET)/ 0 WETLAND DELi1J ATION (BY 04. � / ' BOWM. LAND 'SE one r�R X 3536 ^l6, i I / �`'� / / ECQ� OGICA-,,S, /ICES, REAL E°TAY[°EV[IOfYEMT,Cb REiR beT10M►MANAGEMENT x 2526 ^ IN -)(TYPICAL' 1 x 3'21 X 31.49 ` / / / ,af / C0 . P � �J / ,•_.-• / +, /// x P4 377 C seal x P5.97 W x84.81 x A4,`t..•�'.'1r1• �,.^^. 'f �,q x 27.43 / 3562 / j r x x2u'93 F Tr ( ! Ql I f I' x i / x 33.47 / x71/ x 24x^Oi / / r'� % C I ur x .61 1 t 1 / 1 ,/'•f / / r / ,` P},+` - e\ ,ter`,t.,.,•�d > W i / I l 20 FRESHW�ER / r,. �� h 77-7 4 =3535 x x 37 �\ x 35 36" �/ �j l �` f V� TLANDS �' C.W. issued date description v i ? ! x P..9s 46OWMAN, ND USE 1, / ' 1 7-19-18 2005 WETLANDS DELINEATION c� w / ! // • / AFFIRMS- BY NYSDD s / E / F! �/ a� /' / - / x P279 LETTE 6/20/20 _ _ V ' 4i 1 \ % / l' `/ ,` / / f�/ �% x 23i• 24 2 8 22 18 ADDED STR'S:23c,23d,37b 1 \ / � 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS , � s � � � ;/• / / - ,� // � ! fes. 4 12-21-18 ADDRESSED 12-17-2018 TOWN COMMENTS ' 1P597 x 24.93/,f f� �R �' � i/ / i � � - 5 2-8-19 ADDRESSED TOWN COMMENTS & 2-12-19 ADDENDUM#1 O x P2.91 x PE85 f r" r x 2465,/ ■ �' issued date description rn rn 3 PLAN KEY U v C 0 U 0 20 40 D 1-A D 1"B a Feet SCALE. 1 =20 0 i title i.� D1_C D1_ WEST) DRAINAGE C PLAN v a� 3 a� v -a a- drawn by: LMY o _ checked by: CFD E `n i ..., ----4 - F+ scale: v AS NOTED 0 APPROVED 6Y _ , ;V ; �� F`=J v u project number. 17106.000 of 6- PLANNING ING 9OA�p a� 5,utiluld Tav�dn I TO1''"dN OF SO�dTyOLD P unninn, �;-<~d sheet number 1 /-b1 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0O DATE THE EDUCATION LAW OF THE STATE OF NEW YORK IN THE DRAWINGS AND/OR THE ACCOMPANYING Q Lo SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION l SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL DI -C N - OF A LICENSED PROFESSIONAL ENGINEER, WHERE r .iV ENGINEER MUST SIGN. SEAL. DATE AND DESCRIBE VVV d THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) MATCHLINE A-A BC 22.45 I F FC 23.80 BC 22.78 f / TRIM 22.30 / T 0 T TC 23.03 N 2 97 / x LS67 'WE DIRECTION I BC 9-- BC 23.36 \ �' I , TC 23.88 ILDc BC 23.70 C 2 .19 23.09 23.13 / s ! TIT / �/! /' / �/ �/� TC 23.66 /° 7�C 23.38 x BC 24.30 TC 23.13 H ! / / / ,° , 11 TC 23.96 BC 23.16 ti BC 2 .69 2 b R(' �2 13 BC 23.46 FC 23.59 C 25.38 T G TG G G T G T W T 7 I / i ' �> .t •.� `. . b, TC 24.15 C 2C 24.88 G G. 23�24 22. 5 3.1 E � 3 71 f BC 23.65 $ BC 22.99 ! TC 23. x 1 TC 24.38 G--�CG2453 C 24.05 W BC 23.95 BC 2 2 t 23.20 23.20 2 / / ' // / / r� / �� /x 14.ft / BC 23.8 G TC 24.30 TC 24.20 I ` / 'f' 3.96 s '�` TC 24.17 24.93 TC 24.20 TC 23.15 FC 23.08 23'2° ' �/ / / x,4,a, ///� �' / 1300 Walt Whitman Road,Melville,New York �-�- G BC 23.67 24.$6 BC 23.95 BC 22.90 �`` / y,/ / �/ 11747 E E E E E E E f , / / x .65 Phone 631 300 1010 TC-25 BC 24.4 23.20 / 70 \. TC 24.90 TC 2 .5 TC 23.05 x 1.,2 2 / / / ,� x,533 /� / � � '� /� LEGEND: BC 24.67 , � ti P ti I /, x 17.6, owner/developer: 28.51 BC 24.40 F�_ �, BC 22.79 x eo. i BC 22.57 so °0 BC ;30 TC 24.30 W FC 22.71 < t / r CONIFER REALY LLC W O TC 25.30 cj°fD x ., ` BC 24.05 TC 23.08 , 0.3 ! 1� ` ✓/ /� / 83 E.Main Street,Suite 600, s.00 I BC 24.80 �2 25.00 TC 25.38 �) BC 22.96 --I _ /// /< 22.98 PROPOSED SPOT GRADE Rochester,New York 14b04 /. BC 24.88 RIM 22.5 .7% (. ❑ W �#`„ ` J / ir 1\1 94 OR9 2 98 - I s s s ® W (� / ,� / / ,' / r T I �" H _J CON TRUCTION NCE �J f/ r Site/Civil Consultant \ 24,77 w C� J ' TC 3.080 312 V- CV EV / ` i / J TC 25.50 PROPOSED TOP OF CURB N �'� J BC 25.00 PROPOSED BOTTOM OF CURB \ 5.04 FC 24. W „ �BC I 2.58 x 1.89 _J 11 / r / < Z N ;' N -4.9% y o I 23.20 LL. °D x1712 SILT FEN x,6.96 1 25.10 2 TC�24.99 I -1 7 1�' I.E. LI T OF D1S RBANCE t2 ` , / /� // FC 25.00 FLUSH CURB ELEVATION 25 -� • '� � \ ) � / / � �" 24.77 x 23 l ;.\ I ; I 92 2 02 /x 23:20 (TUR E BARRIER) \ �\ 25.10 � �` � W � ; ?8 B .42 96 23.12 % 2 i x 2123 W _ 10 9 �''=' <'� ,H 23.20 23.20 23.17 ` / ! / r f' 7� RIM 25.00 PROPOSED RIM ELEVATION LO a ' , w J ;/ - / / f// L K Md-EAN ASSOCIATES, P.C. ,�\ \ Q r J= ~W �o y�A J/ / J J r ISLAND. NY 0 a N LO'SI I LO SL y _ �_ ( / j' /f f , : / // �,° / "' 437GS011TH COUNTRY RD., \ LL I u X00 00-S ,f ,!" J J r ✓ PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 I I� y RIM 23.10 \au •21 / f' ,' /' / / / i Tel: 631.286.8668 ( IM 22 3� I / m z DPE ; I TC 22.51 J £ � �; �`5; W/ SOLID COVER \ BC 22.01 i 1 0� /'� / / x \ TC� 2y.72 TC 22.50 --' 3 / �. �' / r x 11.10 / / Be, 2 .22 I x' BC 22.00 `�.I x ,J"`` %" :/ % ! �� ' J! r ` PROPOSED LEACHING BASIN 4 I a= ' ® s �Tc 22. x 15.56 �F' ,' �.� / / \16; W OPEN GRATE \ �r 5.03 25.10 II I I i SC 21.70 x,us, , / RI 23.50 I r \(!• f ./ r 5.1 , T \ 2 T G G Q�, G-1-�-G' ' - ~G G N G - G-� BC\ 13 �/ ' x 1� �/ / /'` ;'" // '' 1' PROPOSED CATCH BASIN VINEYARD VIEW \ \ 24. 24.99 N _ F 22.1 s 2 3 3 /' i / ' ,=' /` `� / // 7 TYPE C-2 NORTH ROAD - �. s „- xz]-r,- 4'1%- ® 3 D I 10 OPEN SPACE SETBACK/PROVIDED ( P.) .�/ /' ► _ �= TC 2 TC 24.45 - S�� s s ry s \ ,, / / _ �_ - ' , TOWN OF SOUTHOLD, N.Y. 11939 -- f _ BC 2 .40 SC 23.95 4" PROPOSED DRAINAGE MANHOLE ` F , fi 23.45 8 e TC 2 .70 '`� I ,,,/// \ 23!IIX o ° °� -4. 'So ec 2 .2o w 's� JA �f x 16,. J 18 (SEE TABLE FOR SIZE) 23.5.0 , i TC \ 5 I - x x \ AF F` 22.18 W W 1673 � }�,' 3.5D �W Z x L+S �D ti BC E E E ERIM 2T.60 sD / / /� r' PROPOSED HDP PIP '❑ iZ \ - 1 \� / X 1610 -_J / ;f` d`` ` /� x 1585 / SEE PLAN FOR SIZE TC 3.0 �/ 2 5 t.. I.L ` I I-' . ' { 23. 0 \\\� , _.. _. -. \, ` ,✓' `' D• - 2.55 � r,, � r�' a� - °J r..�? Z LU :RIM..25.11 23.9.0. ` F C 23.19I , w .� !; .. W 23.50" \ 25.20 23.40 \, 1 %' X005 WET AND DELIN ON PROPOSED MATCHLINE Q / J W Z ;W . . s�F1� DPE _ , _ " , ", ° _ , " N - �'J (B<Y/C.W. BOWAAN - LAmb USE /,/ / ,7,� f ,�'° J,' (SEE PLAN KEY) +e RIM, 23.50 \ /' / ) r�� // x �• /� ECOLO CAL SERV ES, INC /' o'•�f 3;50'- - _��_ - 2�._ 1t�I -.23.10 \ / / ..�! .L/�• Q \ 7� J,Y 1 Y 1 \\ fff x 1717 ,�f /� / J 1 23.501 \ x M..42 - "�as_25 03 o CF �2„ \, / /` J,/ ,/ !� /< NON- DISTURBANCE BUFFER +- - _. f° ppE }j 8.50 \ ?8 - ` UB.22 - --- X 7f 72 R 8 4 x 17,65 � � _ f �, coniferip -- / REAL El iAiE DFYE LO PMFt1 T,CDNET[YCiIOM r MANA0EE1EN1 8.28 / y �.. . x left / 1 , / /' ✓ / seal 17.00 • T'�0 \h� / y� C/Jr/� / l��'a°r/.;t -`' 'a•:`�"trr'\1Z / \00 x \ +1 37 19.48 I \ - xZ421 / f / ~� O� W w�\ \ %! 64 /,0,x 23.47 / �, Q a UMITSOE \'sz ,7-91 / 8 Q. o �, ':. DL 5 f SE>"BACJC (OFFSET) `4 <; . +;-.;,`� / .c� O' TO WETLAND N rx 20 f3 �.' '`� \ v �, // / J� ,e.a �'`� ?.o�. 17.16 �• DEL�N EATION (BY / ,/ ,� `: ', }.„"'•ty^'ef ,r x 17,11 .\.`��.� . �, �� / :W. BOWMAN-LANA 1.00 .. x 1 7 \` % USE ECOLOG#EAL I / % '/ / •`.�. `� ' SERVICES,JiNC.) f / ( / ) issued date description /' /J 2a9n / / a'� d z�' //, / i // f / 1 7-19-18 2005 WETLANDS DELINEATION 9.06 d ; / f ;l 2 8-22-18 ADDED STR'S:23c,23d,37b U J j , /"/ , x 1899 v f 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS LL_ �,✓ r / !//// , / 18,9 // !J; �; f 4 12-21-18 ADDRESSED 12-17-2018 TOWN ^„ x 4.27 ! �/` / y / I x MAI � � i� x 1647 / 1781 ,, �►, 1$.72 �, r.]s 09 COMMENTS ,�` 5 2$-19 ADDRESSED TOWN COMMENTS o / �> � - � / //` r • ' � - � J ,.r ; �< & 2-12-19 ADDENDUM#1 O x 16.81 0 � � 'XI 851 / / J��- �'•.\� � / L� 1 , � / � r' j �� // issued date description / I � A x8187 r x .B2 PLAN KEY ; ,` ,/� x jam x 1,76 / LIMITS O/RAIN GARDEN ,521 / � �•,/ E f R NTIONWAREA f 'x,826 X,BfS -i< 005 FRE WATER W 'ELANDS ! /' X 11.84 BY C.W BOWMAN, ,-'AND USEZ D1 -A D1-S / lip ESI /AFFIRMED/$Y NYSDE� �' // / ;� / o �/ /, ' LETT 6/20/2 'I 8 '� % x 1827 / / �, ..-,-•-•_ x 15.98 ' / \ - \ x .17 / • / title LZ SOUTH ) ._7X1 13/9{/ �; � '� _-- x,11 �� ' DRAINAGE x 77 x 1357 7 .J C D x,5.15 4D J, , !' ,✓ -__ F PLAN D 1-C / t3 D - % ! Feet +f// tALE: 1" 0' v v a � drawn by: LMY - checked by: CFD CL 1 a r,®.1 a 1' - E CL APPROVED BY scale: AS NOTED F project number. 17106.000 L0 0 PLANNING BMW uthald Tc�vn TOWN OF SoumoLt) P n n i n g L� rd � c o � v o, sheet number v DATE 12 o 1q THE EDUCATION LAW OF THE STATE OF NEW YORK 00 ( PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O 1 r r � IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS Lo N `�+� SU H LICENSEDPROFESSIONAL. ARE SIMADE. THEE PROFESSERE IONAL DI -D ENGINEER SIGN, OIBE FULL EXTENT THE ALTERATION THE THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 0 40 80 E71 1=1 Feet 3577 /3 3SI5 3537 33.81 SCALE. 1" -20' �,ze�� 3372 C•P, 102 ,� �?° ��a' --" MAG NAIL SET ' ID D x ASPM: CURB % N 345,218,61 — x x (� '7 3367 V -- -_ �.. _.. Ake L x ,ya , E 1,428,7 4/,76 ss,1B 3J.35 3387 w - '•--.- W -_ - x W --___ w _ a �w. LIPA] ELEV,=34x36 3d73 V -•-�_ -•._... .-. 32.29 _: w '___-- wE L'H_ IDUL DER % \ q p X 3237 3�`° - •, `—'------ W -•-�� ^•-•--.. ...-.'._ "'^-'..- --"•-.. � 14 3219 x M� x, x � �,.,,� �•{ 3379 .,,_. _. ........ •_'.._ w 'y--- 4 -- W W -------- Rv�� 33' x ---- -.."' x\ � ® R T H W _'--.------ w - w • • a 48 w ROAD VE EXISTING PAVEMENT —�� ------- W - ■ - - -- MARKINGS (TYP.) CENTERLINE OF w w W -- W W W EX. WASPH SHDULI DER• w COUNTY ROAD 1300 Walt Whitman Road,Melville, New York z- [] ��. 7RAMW HEABVALL QL1 I NEW PAVEMENT ` 4 - - - o — 1174 A* }-_ .� __ Pone 631 300 1010 E ASPH, .x �t SHDUL - ° MARKINGS TYP. EXISTING EDGE OF o - - •�-"•- �34-'�--• - �6>a-----.W-- APPROPRIATE SIGNAGE & STRIPING TO EAGE Lx'PAVEMENT f I r "'• w ^' ( ) PAVEMENT _ BE PROVIDED UNDER THE DIRECTION OF _ __" _ _ _ -_ t i 16 -�•,� .� "`�— G ---� - u X » x 31,38 �� SCDPW TO FACILITATE SAFE BICYCLE owner/developer: o � \ i CONIFER REALY LLC ,i 1 8. 7 �� PASSAGE TO AND FROM THE EXISTING 1 ` x +� Q BIC FA NEADYALL Rochester,New York 14604 x�Rgnyq�- k 83 E Main Street,Suite 600, .:.'•.: : . RE'S LANE I 1 —BICYCLE FACILITIES ON MOQ `'`I1 x t.4 x 34.P8 "� '3' ,- 'v B(iE 13r �� EN A'\ qA >''�. ter.• Q \ x=.n : ° ;,: �_ EX. ASPH SHDUL I/ER, 1 1 %34.lB 4r Q iH. t t 4 Q x31. '..�.,,: _ - i 1 6 Y JS �� ":-''� ;< � Site CI II Consultant 34 31.56 • x34.91 - X x 34 _ 3 -X 4. x Y - - �„%w ��:z''; .�a � .8' ”"` - -''"- - •.RCP� ^ L K MctEAN ASSOCIATES, P.C. STO M111/ATER PRET TN�� •�'• , LONG ISLAND, NY R 437 SOUTH COUNTRY RD., O F CENTERLINE C (�'E NT E z`>/ ",<^ �1• � BROOKHAVEN NEW YORK 11719 �`;x' / / Tel: 631.286.8 68 r 37..3• ,-;� �a=^ `;.y», R OAD - - - - WEST ;v X. 1 ,%„��f �; ��-„,:'. ate;=, *� ., / . . — - -- — -- -- — •— • ,.,� s,-. Imo: r^„'' i «, 0 F TE INE o C E N L A � SA D FI TER ARE 30 T ROAD - - - _ f E, r EAST EXIT — VINEYARD VIEW A , . NORTH ROAD 2s '� TOWN OF SOUTHOLD, N.Y. 11939 3} / t:' —— . . . . . 25.0 �,� , . �� - , Z ' '� . . � . . . . . ' • � . ' - , . . X 32.85 - . ' . 11,0.1 • :. ft � :�- ,', . r ✓ / Fir,_ n t t •3-' x 4.89 � .. ..; \ /%.ai„” t~"=,Y�# .«-t. ' - x 38,3� �. iatl %' �'"• " x • - /~. ,.'-'' - g ,.�•..,: °iii 'rte X .9f .—__ 2 - - O L W S'fORMWATER > RETENTION AREA 6 n 1 M IMITS 0 - ;�=� ff 2 BAC K EFSET r STORMWA ER v — —— ' T ETLAND MM 1CilT-1�BSD - is�' CO U G. zr RETENTION AR D�L\I "�'T1 .W. E I'�EA B C OhI�( j %;% ii , f,. , 111 r,,;sr ii ';G 7777777-_ 77" PROPOSED 3'x10' CONC. PAD WITH 12" HT. 40 PERIMETER CURB COUNTY ROAD 48 (BOTT. EL=28.0') W ® RTNH ROAD C . 48 PROPOSED AREA DRAIN EXISTING RIM EL.=27.87'(2" LOWER THAN INVERT) 36 HEADWALL (SEE DRAINAGE PLANS) EXISTING 18" RCP ; I I PROPOSED 6" HT. CONC. CURB + t ' i .. ' PROPOSED AREA DRAIN INV.=28.03 I I (FOR OVERFLOW AT EL=28.5') RIM EL.=27.87' i PROPOSED 12 MIN. DEPTH OF RIP-RAP (6' WIDE) (SEE DRAINAGE PLANS) XISTING HEA o (FOR OVERFLOW) EXISTING GRADE _ EX. A_ SPH, nu UL 1/L K' I + PROPOSED 3x10 CONC. WIVE aarc 32 � _�_ PAD WITH 12 HT. � I PROPOSED RIP-RAP i PERIMETER CURB 18" , E PROPOSED PRETREATMENT CHAMBER 1300 Walt Whitman Road,Melville, New York Q (FOR OVERFLOW AT i (PONDING AT EL.=25.5 ) 11747 EL=28.37') i I (BOTT. EL=28.0') _ — I �� T• PROPOSED TOP OF ^-- _ X. 18" RCP ' __._-- ---_._ _ Phone 631 300 1010 .d - ,�""— —...•...... x 33.49 `— -33' -- -- 28 -J__ /11J BERM EL.=26.0' ___. 24" I 1 Al z 3 6" DEPTH TOPSOIL (TYP.) owner/developer: 32- _ CONIFER REALY LLC --- -- ____ --- 1 PROPOSED SAND FILTER BED 83 E.Main Street,Suite 600, x arsr ---- ---'_" .,.. .....» ,n 437 Rochester,N w Y k 14604 •- � � - "".. ---- -31- EXISTING CP a or / 4 ____ ____ _ _... "'~- x � 2 4 XIS 18" R ,111 --- --__ -� INV.=28.Q3' PROPOSED PRETREATMENT Site/Civil Consultant / PROPOSED BOTTOM TTOM EL.=25.0 CHAMBER 30 (BOTTOM EL.=25. DATUM ELEV PROPOSED AREA GRAIN , � •--•- ' - a N 20.000 RIM EL.=25.5' -'"" \ n Cn (SET 6" ABOVE GRADE)/ / N \ PROPOSED AREA DRAIN cD o 00 STORMWATER PRETREATMENT SEDIME Ir- 'EMBER \ RIM EL 25.5' r� •,,. s (SET 6 ABOVE GRADE) r7 Ln d- L K Mct�AN ASSOCIATES, P.C. oo ; "��`� , --29• ►'� N N N N N N LONG ISLAND, NY U + '� B437 SOUTH COUNTRY RD., I - O ��„/ 6ROOKHAVEN, NEW YORK 11719 PROPOSED TOP OF Tei: 631.286.8668 BERM EL.=26.0' 0+00 0+40 0+56.68 PROPOSED AREA DRAIN / RIM EL.=25.0' (SET 6” ABOVE GRADE)' �/ � ,- _ _ - - - _ - - _ - - - - - _. — _ _. - - - _ - - - -_ — _11 ._ �2$� (NORTH ) PF711ZE-TREATMENT SEDIMENT CHAMBER, PROPOSED BOTTOM EL.=24.50 - � �'""" -•- VINEYARD VIEW 2 A-A) _ __ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ --- _ _ _.._ _ _ _ _ _ _ _ _ _ _ _ _ _ (SECTION NORTH ROAD _ SAND FILTER BED ^�•� PROPOSED TOP OF TOWN OF SOUTHOLD, N.Y. 11939 �` SCALE: HORIZA"= 10', VERT. 1"=5 (2x EXAGGERATION) / ' I ,� '� BERM EL.-26.0 L / ■■■■■■■L ■■■■■■�■■■■■■■■i■■■■■■■■■■■■i■■■: ■■■■■■iii i1■■■■i■■■iiiiii■■■11■■■■■�i■■i■ ` iii As ■ ■NEN ;ry- r .,� 27_ \ RNNRt� F / •\ PROPOSED SILT F G. ELEV. \ — — — — — — — — — — =25 z5-- - - — / FENCING (LIMITS ;v'z \ _ — ..� OF CLEARING) F.G. ELEV. _.. , / PROPOSED SAND FILTER BED `+ y F.G.461.00 26.00 (PONDING AT EL.-25.0') » <:~W- 32 PROPOSED SAND FILTER BED „'..,.. EXISTING GRADE (BOTTOM EL.=24.5') \ 5 PROPOSED 8" PERFORATED `"" -26 _✓ PROPOSED 15.0' PROPOSED RAIN GARDEN PIPE IN GRAVEL AS DETAILED TOP OF / STORMWATER RETENTION / J PROPOSED BERM AREA (SEE LANDSCAPE PLANS CONSTRUCTION 28 EL.=26.0' PROPOSED TOPS OF & DETAILS f e rf' FE BERM EL=26.0 o o n " REAL fETATE DEVELOPMENT,COOtTRECiiON R MANABEMINT / II 22 3 3 3 6 DEPTH TOPSOIL (TYP.) 1 SEE DRAINAGE PLAN & DETAILS — `` D j I i 24 � ._. seal // " 1 2 1 ---____ lc:�/ '`•`f' `fie PROPOSED RIP-RAP I / PROPOSED 8 SOLID DRAIN _ r_C (FOR OVERFLOW AT r / PIPE FOR UNDERDRAIN 2270 PROPOSED 3 EL=27.75') / SYSTEM (OUTFLOW) 2 O PRETREATMENT 18" DEPTH CLEAN \ CHAMBER WASHED "CONCRETE" (BOTTOM SAND ,-) - i --- EL.=25.0' " •� 24 ) PROPOSED 12 DEPTH " C LGRAVEL & 8"0 PERFORATED PROPOSED 8 SOLID DRAIN _ ___ (I / /. r I ; \ / ,.-'"-'�.\ \ DATUM ELEV PIPE FOR UNDERDRAIN SYSTEM PIPE UNDERDRAIN SYSTEM R 16.000 (INV. EL. =21.5') issued date description RAIN GARDEN /.STORMWATER :' .:� . .� ;+ \ Ln � o LO ►� J J \ + / /� �`` �\ NO `} r— CO (�} N Ln 1 12-7-18 ADDRESSED TOWN COMMENTS RETENTION AREA : 11� _ "' '� N o / / ``` ~' ` N N � N N N N 2 2-8-19 ADDRESSED TOWN COMMENTS I & 2-12-19 ADDENDUM#1 LL' BIOSWALE 23— s;, ,r - _ - - 22 _ J I 0+00 0+40 0+73.80 w ,` ... - - - STORMWATE C1 4 n f;. r > .. .`: 3 RETENTION. '. x.a✓ %I, V r� 2 L FI TER BED(SOUTH ) r issued date description r'I 2 ✓.: 1 / ��'�� : .�, ;• \ AREA. . , N ,•y V• 1 (SECTION B-13) .'' °_ . 27 3 \ / I EXISTING 18 RCP SCALE: HORIZ.1 = 10 VERT. I"=1'0 NO EXAGGERATION t .� / r r i \ + {{.' '.,k' '.ds. ..s G„ r'r» is Wwy:,f,,., y'✓�» :'s,..''w"..,�, 4 •af: .,?,, 4 ,^'; ; / ( EXISTING HEADWALL CO ,t/' ,'G is ry„(,r'�'✓,;..,x.,-' ,•r,,�.. .,ry .>�:.:;;,.: %� R BED PROPOSED SAND FILTE PONDING ELEVATION I LZ ( ) 3 10 NMI, 1 , 3 title r,_- BLDG . 1 (TYPE C ��. / " STORMWATER 12 REVEAL _ �`y°� 10 SEE PLAN & SECTION FOR FINISHED GRADE 'fib ''yy .. � ry '; './y•.`. � •°-•�° '' •'•" 6 DEPTH TOPSOIL TREATMENT t :M•'.`'4 � •S.• baa• .` ,.. : ... " g 2 ,. 2 FILTER FABRIC 'Y,> ;R, •s. fanny CIO 6 REVEAL SYSTEM 18" DEPTH CLEAN WASHED "CONCRETE" m SANDFILTER a� SITE PLAII RIP-RAP v PROPOSED 612 DEPTH drawn by: �.-,A r-- � � LMY CL " �_� SCALE AS NOTED 6, RIP- PPEGRAVEUNDERDRAIN RSYSTEMD checked by: F I 1� CFD �., I` a APP��®�'E1D BYPRETREATMEIN'T RAP scale: AS NOTED v TYP . SECTION OF protect number: B LL V, 17106.000 0 0 20 40 MNNING BOARDLO � _ Feet TO�NO� SO �� SEDIMENT CHAMBER SAND FILTER BED DETAIL . . SCALE: 1" =10' DATE iD\ NOT TO SCALE THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number 1- 0 \ �' P LA V I E PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O IN THE DRAWINGS AND/OR THE ACCOMPANYING CV p SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 0 NOT TO SCALE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL DI —F cc V OF A LICENSED PROFESSIONAL ENGINEER, WHERE AF N T- ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE lrAND/OREXTENTTHE FULL OTHE F N THE -n DRAWING IN THE SPECIFICATION U!/ (NYS ED. LAW SECTION 7209-2) d 5" 8" THICK REINFORCED TABLE OF DRAINAGE STRUCTURES CONCRETE TRAFFIC BEARING _ STRUCTURE EFFECTIVE SLAB 24 DIAMETER # TYPE RIM INVERT(S) DEPTH (VLF) GRATEICOVER SURFACE AS PER CAST IRON INLET GRATE & rlcv PROPOS F SITE PLAN FRAME (OPEN OR SOLID AS N 2I-0)) cv N 1 LB 21.00 SW 17.30 5 GRATE PER DRAINAGE PLAN) 1 '-8" 1b 4' DIA. MH 25.50 W 21.80 NIA GRATE j a 1C 4' DIA MH 28.00 E 24.30 NIA GRATE (•-� 30" 3 4" MI , „ 1d PIPE END SECTION NIA 21.50 NIA N/A 214" °" - 1 -1 0 le 4' DIA MH 25.50 S21.80 NIA GRATE 8+� BRICK 2'-6"- 1f 4' DIA. MH 25.00 N 21.30 NIA GRATE ' ADJUSTME _ 2 LB 22.50 NW 19.50 5 GRATE 'i •, ' tp` ;t .gt' �, _ D�J _ �I"' 2b 4' DIA. MH 22.50 NE 18.80 WA GRATE ISI(I I ® ® ® ® ® ® GRATE DIMENSIONS 3 LB 22.54 SW 18.39; SE 18.39 4 GRATE ® ® C9 3b 4'DIA. MH 21.00 SE 17.30 WA GRATE I"'-5 }!" I I II I= ao 4 LB 22.11 NW 18.39 4 COVER °`°° ® ® ® ® ZIPPER DRAIN 7 �4 °ndO�d 4b 4' DIA MH 21.50 NW 17.30 WA GRATE Q 6 1300 Walt Whitman Road, Melville,New York 5 LB REMOVED REMOVED 5 COVER 11747 b�•04J4 C ® ® ufl EFF. DEPTH A PER GRADING 0.8 "p0. HDPE PIPE --- - -- 6 CB TYPE C-2 22.51 S 19.51;W 19.51 NIA RETICULINE GRATE Phone 631 300 1010 .b aa�a.� I--- PLAN SECTION & DRAINAGE PLAN _ 48 0 (SEE PLAN 7 LB 23.24 NE 19.25; E 19.25;SE 19.25 5 COVER I I I)I �� CIN ® � 10'� DEEP PRECAST FOR SIZE) ° ^ ^ 8 LB REMOVED REMOVED 5 COVER owner/developer: °p CONCRETE LEACHING `-"" I00 CONIFER REALY LLC C ® ® RING I I 9 LB 22.15 NW 17.95;NE 17.95; S 17.95 4.5 COVER 83 E.Main Street,Suite 600, _ ® ® ^ I 10 LB 23.03 SE 17.95 4.5 COVER Rochester,New York 14604 D�°° z Q0 6" 1 - C ® ® q"°Doabo O �;. :�. 11 LB 23.08 S17.95 4.5 COVER 1. MATERIALS: CONFORMS TO •�o - -- - 'ASTM A48 CLASS 30B OR - ® ® a•oo o. I I I II I= I N --" 12 LB 22.87 S17.95 4.5 COVER 35B SPECIFICATIONS ® ® b��o°°Yb Site/Civil Consultant �_ bo a -I� 13 LB 23.03 NW 17.95; N 17.95; E 17.95; SW 17.95 4.5 COVER TO 2. LOAD RATING: FOR AASHTO & rrm o a R NE 17.95 SW 17.95 4.5 COVER HS 20-44 HIGHWAY LOADING °ab,$p• �I�II . ++ „ 14 LB 23.02 W 17.95; , » 3. •FRAME AND COVER AS p0.B••°° [U TM I(I I( 17 W X 17� D NOTCH $ IN CATCH BASIN WALL 8 - _ 15 LB 22.75 NE 17.95 4.5 COVER MANUFACTURED BY LONG . ' ISLAND PRECAST OR 2' MIN. - q4 o8aao Ddo °p CD 16 4' DIA. MH 21.80 SE 18.10 NIA GRATE » APPROVED EQUAL Doe;a4:°aoo q b`;do` 4pD ,;.�;p�a.g4•ao CLEAN SAND & GROUND ddab•.Deb. :DD � �� , WATER GRAVEL FILL 6X6 6&6 WWM TYP. 17 LB 21.80 NW 17.95; SE 17.95 4.5 GRATE 18 4 DIA MH 22.10 N 17.95 NA GRATE AS APPROVED 3 -Ott 19 LB 24.22 SW 21.35 4.5 COVER SECTION 2' MIN. 10'-0" 2'MIN. BY THE E.I.0 NOTE 1: SEE NOTE 1 SECTION A-A 20 LB 24,20 NE 21,35; S 21.35:SW 21,35 4.5 COVER L K.MCLEAN ASSOCIATES, P.C. CLEAN FILL MATERIAL IMPORTED 21 CB TYPE C-2 22.42 NW 19.42; S 19.42 NIA RETICULINE GRATE 30 " X 48 " FLAT CURB INLET DETAIL FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL ZIPPER DRAIN 22 LB 23,76 NE 21.35; SW 21.35 4.5 COVER LONG ISLAND, NY U ORGANIC MATERIAL & CLAY. 437 SOUTH COUNTRY RD., 23 LB 23.73 NE 21.35; SW 21.35 4.5 COVER BROOKHAVEN. NEW YORK 11719 N.T.S. N.T.S. 3'-Q" 23b CB TYPE C-2 24,51 NE 21.51 N/A RETICULINE GRATE Tel: 631.286.8668 23c LB 24.39 NE 21,35; SW 21.35;SE 21.35 4.5 COVER 23d LB 26.26 SE 21.35 4.5 COVER �- 00 -� 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 TOPSOIL & SEED 2.0' C7 i•.[) c:7 - 24"� (TYP.) 11, -I ^ I 1 --- 27 AREA DRAIN 22.80 N 20,30,S 20.30 WA GRATE NORTH ROAD ,i1 w w � •� _ �!�=--- 28 LB 23.08 NE 19.80; NW 19.80 5.5 COVER 6' 18" HDPE END W W IV W W 18" HDPE END -----= 29 LB 23,22 NW 19.80; N 20,30; SE 19.80; W 19.80 5.5 COVER TOWN OF SOUTHOLD, N.Y. 11939 SECTION 05' SECTION 30 LB 23.12 NW 19.80; E 20.30;SE 20.30 5.5 COVER T�34" -I W W W W ^ 31 AREA DRAIN 22.80 W 20.30, NW 20.30 N/A GRATE TOPSOIL & SEED c.0 y W y (TYP.) 17" W X 17 j" D 32 AREA DRAIN 22.80 S 20.30, NW 20.30, E 20.30 WA GRATE ;<< SECTION 6�, 2,_017 6,T� / NOTCH IN CATCH 33 LB 24.00 W 19.24; E 19.24 4.5 COVER >�'F ,,, : -. f• NOTES: ---- BASIN WALL, TYP. 34 LB 23.92 N 19.24; W 19.24 4.5 COVER PLAN PLAN 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B p Q 35 LB 23.47 W 19.80; E 19.80 5.5 COVER _____ R DE 36 LB 24.46 W 19.80; E 19.80 5.5 COVER OR 35B SPECIFICATIONS HDPE PIPE W W W \ - 37 LB 25.08 NW 19.80; E 19.80 5.5 COVER 2. LOAD RATING: FOR AASHTO & HS 20-44 rr> d�,� T V a HIGHWAY LOADING (SEE W W o ZIPPER DRAIN END STRUCTURE DETAIL 37b LB 25.78 SE 19.80 5.5 COVER 3. FRAME AND COVER AS MANUFACTURED BY LONG DRAINAGE y -2rut38 LB 25.01 E 19.24 4.5 COVER ISLAND PRECAST OR APPROVED EQUAL. PIAN) .� .� y RIP RAP STONE HAND SET AND N.T.S. 39 LB 24.66 E 19.24 4.5 COVER IV W PACKED TO 1 THICK 40 LB 24.15 W 19.80; E 19.80; SE 19.80 5.5 COVER » W W W W W NON-WOVEN GEOTEXTILE FABRIC ^� Tr.,IIIT 6'-2 3/4" 41 LB 23.71 NW 19.80;W 19.80;S 19.80 5.5 COVER conifer* 24 0 HEAVY DUTY FRAME & ' C 0 V E R UNDER END WALL EDGE, STONE r 42 LB 23.72 N 19.80;S 19.80; SE 19.80 5.5 COVER RIP-RAP STONE TO AND SIDES - 8oz. 64� .; .�.�,_. ,-; �, 6 t �'- A 43 4' DIA. MH 22.81 NW 19.80; SE 19.80 WA GRATE kEAt ESTATE OEVE40+MENT•CONSTk°CTYON L MANAGEMENT MEET PROPOSED ,' GIFF'=i:: :''._.`I ,I i-Fi;, A 44 LB 25.70 E 19.80 5.5 COVER GRADE SECTION � _•" � �: _ _ 45 LB 23.33 N 19.80; SE 20.30 5.5 COVER PLAN VIEW 5-10" 1 46 AREADRAIN 22.81 NW 20.30 NIA GRATE seal ® 47 LB 24.70 E 19.17; SE 19.17, NW 19.17 8 COVER --":;"_:�" 47b LB 25.86 SE 19.17 8 COVER #' >: ►.`.tS,. R',•r. i r , _ 48 LB 23.72 W 19.17 8 COVER DRAINAGE PIPE END SECTION PLAN ►` „ 49 AREA DRAIN 22.80 W 20.30 WA GRATE 24 --� N.T.S. 9 1'-4" =* 50 LB 23.57 NW 19.17; NE 20.20;SE 19.17 8 GRATE i l;., •: j -� » N 51 4'DIA. MH 23.11 N 19.27; S 19.27 NIA GRATE 52 4 DIA. MH REMOVED REMOVED NIA GRATE of ;. ROOF LEADER - I 53 CB TYPE C-2 22.41 N 19.41 6'-t" NIA RETICULINE GRATE vI 54 LB 27.82 NE 24.12;SE 25.12 4 GRATE41 SECTION TRANSITION 54b 4' DIA. MH 26.50 NW 23.50 NIA NIA SCHEDULE 40 PVC CLEAN OUT ::. �: ?I .:. I :)LE *�i!''' a0 `� 55 LB 26.50 NA 8 GRATE issued date description P LAN NOTES: "T" BRANCH WITH PVC PLUG 55b 4' DIA MH 26.50 SE 23.50 WA GRATE 1 8-22-18 REV.DRAINAGE STR.TABLE :.:..: 1. ' MATERIALS SHALL CONFORM TO ASTM ...,: ..,• 56 LB 25.00 NW 22.00 8 GRATE A48 CLASS 30B OR 35B •' ''' ~" 2 11-26-18 REV. DRAINAGE STR.TABLE •s: 57 LB 23.50 NW 19.75 8 GRATE 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS U 4" MIN. ADS DRAIN PIPE _ 4 S,;L,E, .:L. 57b 4' DIA. MH 23.75 SE 19.75 NIA GRATE 2. LOAD RATING SHALL BE AASHTO & HS 1% MIN. PITCH I 20-44 HIGHWAY LOADING GRADE hh! ; .. , r: .;'i . .t, .,: 58 LB 22.00 W 18.30; SW 18.30 7.5 GRATE 4 2-8-19 ADDRESSED TOWN COMMENTS ZIPPER DRAIN NOTES » - � �:,w•!,�F'E?E : �•��;�� °::'�=E,!�-,;; VIEW / c,p/ 59 LB 22.27 E 18,30 7.5 COVER 2 4 HEAVY DUTY FRAME I III- ENDy I E Vy SECTION A-A 60 LB 22.32 NE 18,30; W 18.30 7.5 COVER 5 2-12-19 ADDENDUM#1 0 I _ 61 LB 22.00 E 18,30 7.5 GRATE & OPEN GRATE COVER62 LB 22.40 Sw o :;}L._ '`5 n. r.� � r 63 LB 22.16 W 18.10;1 E 18.96 7 COVER ti ZIPPER DRAIN DETAIL N.T.S. j; ;: , �•,IG, N.T.S. 64 LB 22.35 NW 18.10; NE 18.10; E 18.10; SW 18.10 7 COVER issued date description vim, -------5'-0" 8" ADS h,,: °, r-EIyE. 65 LB 21,80 W 18.10 7 GRATE S SLOPE ® 1% 66 LB 22,37 NE 18.10; E 18.10 7 COVER .3 ROOF LEADER DOWNFALL DETAIL 68 CBT LB 22,90 C-2 22.90 E 18.61 W 18 50; SE 18.50 W5 RETICGRATE LINE RATE 0 U 69 LB 22,78 NW 18.50;SE 18,50 7.5 COVER N.T.S. 70 LB 23,35 NW 18.50• NE 18.50 7.5 COVER o d J'® � ''`- i -1I" C 71 4'DIA.MH 22.80 SW 19.10 N/A GRATE o ► y CC I I tD 72 LB 19,00 NA 4.5 GRATE j GUTTER LINE-%,,,, �� L.,�_ _-,",j - 73 LB 23.10 NE 19,40 7 GRATE TOP OF TOP OF GRATE AT 0� "�'0% MASONRY 74 CB TYPE C-2 22.51 SW 19.51 N/A RETICULINE GRATE CAST IRON FRAME & GUTTER UNE SECTION 75 LB 24.35 SW 19,14 8 COVER � SOLID COVER TO � f �o �� c GRADE �0 0 "� ' to" X 10" 76 LB 23.51 SW 19,14; SE 19,14 8 COVER .� GRADE •?_ �D BLIND 77 LB 24.30 NE 19.14; SE 19.14 8 COVER T a� 0 KNOCKOUT 78 LB 23.40 NE 19.14; SW 19.14 8 COVER - AN -----.-- -- � 3' s MAXMac � ^ � � 79 CB TYPE C-2 22.38 NW 19.28; NE 19.28 N/A RETICULINE GRATE title BRICK MAY BE USED TO REINFORCED, a,o00 TMs' $" M'" ;::. 80 LB 23.10 NE 19.40 7 GRATE LI- ADJUST CURB INLET CAST PSI TRAFFIC BEARING ? Oz ?...... ..: #.._ �- IRON GRATE & FRAME TO CONCRETE SLAB ' TTS ' 81 LB 24.00 N 20.50 NIA GRATE DRAINAGE �' t" 1' 4" MAX TY ¢ ;.....;: SURFACE ELEVATION A ------ , p MAXIMUM OF 12 INCHES. • ° ! a ;: (l7 81 b 4'DIA.MH 24.00 S21.00 N/A GRATE 82 LB 25.11 21.61 4 GRATE DETAILS i 6' .:.. REINFORCED 4,000 PSI o F- 3'-0 -� Z � I I = -4 82b 4' DTA MH 24.00 SE 21.00 WA GRATE PRECAST CONCRETE ' .: ` 83 4' DIA.MH 23.08 NE 19.20•S19.20 NIA COVER -p � CATCH BASIN Z 8" 2'-8" TYPE C-1 8„ '" W , 2'-8" TYPE C-1 2'-1" TYPE C-2 I I = 84 CB TYPE C-2 21.60 N 19.30;W 19.60 WA RETICULINE GRATE BRICK MAY BE USED TO 2'-1" TYPE C-2 a 85 LB 21.00 W 18.60 6 GRATE N ADJUST CURB INLET CAST IRON GRATE & FRAME TO 85b PIPE END SECTION WA NIA N/A IL SURFACE ELEVATION A '-o" 3" W PLAN SIDE VIEW 86 LB 17.50 NW 14.30 5 GRATE �` v MAXIMUM OF 12 INCHES. 6" C MAX. C U) 8" E._J 86b 4' DIA MH 21.00 NW 19.60;E 19.60; SE 19.60 NIA GRATE r a / drawn by: .; i � ' r BRC MIN. WIRE FABRIC REINFORCEMENT FOR INSIDE DIA. (IN) HEIGHT (IN) WALL THK. (IN) WEIGHT (#) 87 LB 22.00 SW 18.30 4.5 GRATE WIRE FABRIC EACH CAGE: 1 REINFORCEMENT 18" 6 (NO K.O.) 4 135 88 LB 22.83 NE 18.30;SE 18.30,W 18.30 4.5 COVER E'., }- rti HORIZONTAL WIRES: 0.252 SQ. IN./L . 18" 12 NO K.O.) 4 270 checked by: c-� Ir, CFD ( 89 LB 22.53 NW 18.30 4.5 COVER VERTICAL WIRES 0.058 SQ. IN./LF. 4' 18" 24 4 540 90 LB 22.00 NW 18.30, N 18.30, E 18.30, SE 18.30 7 COVER scale: ( r� AS NOTED E n- 91 LB 22.35 NW 18.30 7 COVER LL Ln a U-) 24" UMP 24" SUMP MODEL c H 0 0o T 92 LB 22.26 NW 17.95, S 17.95 4 COVER project number: r 17106.000 a 11838 18' 3• 16 1/2• 22 1/2" 1" r' . -- - rn a 93 LB 23.06 W 17.95, NE 17.95 4 GOVER O e" 95 LB 26.19 SE 21.35 4.5 COVER 6. -� AREA DRAIN DETAIL 96 LB 22.46 N 18.39 4 COVER sheet number rn N.T.S. THE EDUCATION LAW OF THE STATE OF NEW YORK N O 1 c) BARS ® 12" PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING MIN. 6" WASHED EACH WAY NOTES: SPECIFICATIONS, UNLESS TTS 'UNDER THE DIRECTION D O SECTION C-C OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O STONE BEDDING NYSDOT TYPE 'C' CATCH BASIN . CONCRETE 4,000 PSI ® 28 DAYS SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL NN 4' DRAINAGE MANHOLE N H 0 L E DETAIL N.T.S.N TS2. REBAR TO BE ASTM A-615 GRADE 60 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE -o WITH SUMP) 3. WELDED WIRE FABRIC ASTM A-185 THE FULL EXTENT OF THE ALTERATION ON THE N DRAWING AND/OR IN THE SPECIFICATION L N.T.S. N.T.S. (NYS ED. LAW SECTION 7209-2) i SEE LEACHING BASIN DETAIL /' I AND DRAINAGE PLANS MULCH TOP SURFACE WITH 24" DIAMETER SEED MiX NO. 1 - RAIN GARDEN STOR�MWATEe RETENTION AREA: Y THIN LAYER OF LEAF CAST IRON INLET GRATE & (NATIVE FACULTATIVE WETLAND dl: UPLAND SPECIES FOR BIODIVERSITY)6 MAX. POND DEPTH (WHERE NO MOWING IS ANTICIPATED) COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY °0 12Y MIN WOOD (NOT WOOD CHIPS) PRECAST CONCRETE 0[5.00 LBS. - SCHIZACHYRiUM SCOPARIUM - LITTLE BLUESTEM ;{ \ SEED MIX No.4 / i1 02� MAX• 0 o CHIMNEY # 3.00 LBS. - CHASMANTHIUM LATiFOLIUM _ RIVER OATS SEED 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE R " , _ of SEE PLANTING - - SEED MIX No.2y rc". ;. :R i �_ _ _ r ;�,, .,�;, �<-T; '::�:. 2.00 LBS. ECHINACEA PURPUREA PURPLE CONEFLOWER „`''''ice` ; - - - - L _ 2.00 LBS. f� PLAN) - CAREX SQUARROSA SQUARROSE SEDGE I PLi E' �` "'S „,- O 2.00 LBS. - CAREX VULPINOIDES - FOX SEDGE i Y 2.00 LBS. UATRIS S /• , --•.M`-'• .-,.>t-•- ��= '.`r;= •,w:,�.• ;:.s`; •:,-• PICATA MARSH DENSE BLAZING STAR 12 MIN. i / . :• 2.00 : LBS- UDBE - B CKIA HIRTA B •.,-. LACK :.3. - EYE SUSAN I - - N l I - DEPTH OF _ \ ,, 2.00 LBS. SENNA HEBEC SEED MIX No. '-`-�.� \`�27 � - I - -I - - - �p BECARPA WILD SENNA 1'3'' ��, -i I I i ` ` �, O \ I a / V" 2.00 S. 0 E a v / r LB - C R OPSIS LANG j , I I _1 2' PLANTING SOIL EOUTA LANCELEAF COREOPSIS N I FND � / SCARIFIED Z '' 1.OD LBS. - G FPPAS WGARNATEII- SWAMPMILKWEEDN SEED MIX No.2LOS .. , .. - / -�� c ��. EDGE WITH NATIVE GRASS SUBGRADE / 1.00 LBS. - ASTER NOVAE-ANGUAE - NEW ENGLAND ASTER l ~�� '3Drr 1. / PLANTINGS (SEE PLANTING DRAINAGE PIPE 1.00 Les. - BAPTISIA AUSTRAUS - BLUE FALSE INDIGO a��" ' I .;'•'.r �� SEED MIX No.3 X14-1 E 106, PLAN & DETAILS) - - aa� p C' .Z 0 t.00 LBS. _ EUPOTRIUM COELESTINUM MISTFLOWER 1 r f i ` �*"" 1.00 LBS, MONARDA MEDIA PURPLE BERGAMOT ''�"• ' :' 'j X76 �� FND.CAP Q 1.00 LBS. TRANDESCANTIA OHIENSIS OHiO SPIDERWORT ` J. t _ t \ �✓ _ - _ York : 1.00 LBS. ZIZA AUREA E VERVAIN 11300 Walt Whitman ASTATE BLu h'man Road,Melville,New GOLDEN ALEXANDERS A' 1.00 LBS. - AGROSTIS PERENNANS - AUTUMN BENTGRASS Phone 631 300 1010 ' d •' 1.00 LBS. - SOUDAGO JUNCEA - EARLY GOLDENROD SEED MIX No. m I TYPICAL RAiN GARDEN DETAIL 36.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER owner/developer: 1,000 SO. FT. E CONIFER REALY LLC N .T.S. �:� 83 E.Main Street,Suite 600, .,: , • -� W _ Rochester,New York 14604 a $ O SEED MIX N0, 2 BIOSWA E� ORMWATER RETENTION AREA- I BLDG.1(TYPE C 1 \ NATIVE GRASS •4r ES SEDGES dt: RUSH I i EC ES 0 BIODIVERSITY) O ( FOR Dl ERS( m o GENERAL LANDSCAPE - t _ E PLAN NOTES: / WHE RE N FIN.FL 0 MOWING 4 h '•1' :+ R.EL=23.2 GIS ANTICiPATEDI { 1 5 •r� 1. SEE LAND PLANS SHEETS LS-1A,A LS Site Civil Consultant a' �, 1B LS-1C AND / n ._ - 4 7.00X \ (CUM N CLA NDESTINU I M DEERTONGUE LS 1 D FOR OT EA TO GUE •:��' HER DE \ : TAILS .J •/•• AND DIM k. .t'• - ENSION S. •;;- / \ 25.00Y. ELYMUS VIRGINiCUS i \ / \ VIRGINIA WILDRYE 2. PLANTINGS TO B E NATIVE NON-INVASIVE, AND DROUGHT i ti a: x <' u;„; _ o = \ TOLERANT TO THE BEST EXTEND POSSIBLE. 5. o _ CAREX VULPINOIDES - FOX SEDGE I • �' - - '. „- �, �' \ I ?Y �'? 3. SEE SITE PLAN 2.00% _ AG OSTIS PER ENNANS AUTUMN BENTGRASS ( , ♦ S FOR OTHER NOTES AND SITE FEATURES AOROSTiS SCABRA TICKLEGRASS (ROUGH BENTGRASS) MATERIALS AND 1.00% - JUNCUS TENUIS - PATH RUSH EXISTING VEGETATION --j', SURFACES NOT PLANTED. NOT TO BE ;� � � i; '� ;r ' 1 j ��. \ 4. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF 22.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.50 POUNDS PER SEED MIX No.4 7 o ❑ , 22 '. 1 Q �, / \ \ D) L B INCORPORATED INTO THE TOPSOIL AT A RATIO OF 1,000 SQ. FT. DISTURBED d MOL WILL E IN 0 rl ❑ N II \ _ / ONE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TOIf 11IT1 �r I N 22 0 E ITS WATER-HOLDING C SSOC IA P.C. \: © ` o N INCREASE L K McLEAN A ■ ❑ 1 22 "' SEED MIX No.4 ` / \ CAPACITY. M SEED MIX N0. 3 WOODLAND EDGE AREAS• TFC \ 5. COARSE MULCH AT A MINIMUM DEPTH OF 3 IS REQUIRED ON (NATIVE GRASSES FOR WOODLAND EDGES d: OPENINGS g Q ) LONG ISLAND, NY . 1 ALL PLANT 437 SOUTH COUNTRY RD., - a t� N (WH ANTICIPATED) ED MATERIAL. :1•:;}: l;: i'x f ; ERE NO MOWING IS A �•. \ / kLANDSCAPINGBROOKHAVEN. NEW YORK 11719 ..,._ ,_.�� 6. ALL TREES AND ARE RE ■ : :..�;;•.;;.;;: •. • •� _� ----._..�.--=-•r`••- / D 0.0% - ELYMUS RIPARIUS. PA ECO PE - RIVERBANK WILDRYE PA ECOTYPE Tei: 831.286.8688 �,,,_ REQUIRED TO BE MAINTAINED 2 EX. 12" A *' 4 f f.f \ \ BY THE PROPERTY OWNER AS SHOW ROVED SITE 20.0% - uM MULTI LOU - N ON THE APP F R M •f;:•.•,.• . .• '�^.�+, ., \ E LQ.Lt_ ANNUAL RYEGRASs 2o.OX - B PLAN. SHOULD A TREE DIE OR OTHERWISE 8E DESTROYED, IT PANIGUM CLANDESTINUM. 'TIOGA' DEERTONGUE, TIOGA LACK LOCUST 14-OX .1•;:;_•;:' PINB�A MUST BE REPLACED WITH THE SA S - PANIGUM VIRGATUM LONG ISLAND-NY ECOTYPE - SYVITCHGRASS TO REMAIN \ SEED MIX No.S �- \ D ` ME SPECIES AND SIZE A - NE BUSH-NY ECOTYPE - • :�\'•:'�•'.'� BLDG.2 SHOWN ON THE APPROVED SITE PLAN WITHIN 6 MONTHS. ANY 1o.ox AGROSTIS PERENNANS. ALBANY-PINE AUTUMN SEED MIX No. \ CHANGE IN TR LANDSCAPING UST B 10NTGRAss ALBANY PINE BUSH-NY ECOTYPE) \ \ EE OR LA E APPROVED A RUBRA - CR IN.FL . , \l SPECIES M 10.0X_ VED FESTUC CREEPING RED FESCUE IN WRITING BY THE PLANNING BOARD. - REX VULPINOIDEA. PA ECOTYPE_ Fox SEDGE, PA ECOTtirPE e _ VINEYARD VIEW \ 3.0% 0M PARTRIDGE PEA PA ECOTYPE AECRISTA FASCICULATA. PA ECOTYPE TY E 122 �. ' ti/ •,,�,.'.::•• .o :a�:.::.::;, ::. NORTH ROAD SEED MIX No. 1 \ 30.00 POUNDS BULK (ABLE SEED •:� . <:;::e�:_:::;: �;::::: PER ACRE OR 0.75 POUNDSPER ER 1 00 OS . FT. ,• O a r , N l TOWN T N O F O SO TH L U O D NY 9 0 I r7 �o . . 1193 C.4 N k' t to MIX IX N 0. 4 NORTH- ILtel nen TURF EA N - ST MIXED NATIVE w0 I \ ATL N r N \ AEA t •r O o :. WHERE MO WING IS O �:: ANTIC S \ Dl o - SEED MIX No. 3 0 1 .. 0 34 .. .OX 'k� STUCA RUBRA fE .... ... A_-CREEPING I i 0 E iNG RE D FESCUE .... 33 0% '�1� � ..... STU ...... FE CA OVIN \ SHEEP 5 1 FE CUE Mm�min.,. l ilii •A S \ I A' SEED MI O O o .:':: X No.4 \ :.{:. . 1. 1 ' _ I. a 10-OX I o e FESTUCA B •t REVIPI •�'y'� O LA. BE •L. CON HARD FESCUE, .:• o ,•• C BEACON' e O O I •1•- .j a Vy 11. tic l .v,. 1'I . USE E.C.M FF ER EROSION _ j� 5-OX .ul e_ -\ TUCA •,• �.S OVINA Y o R HIND M1 - HARD C •r ::i•�::. FES UE HI 'R NO' u o r. d \ _ i .•• I CON TROL I MAT :•,•�::;:• JUTE MESH 5.0 "�.� ♦ % T e II i ��OYJNA_ R. GLAUC AfF. A ( RVERN N :.:.. FES U E SIS F G L UGA 'BLUE LUE RAY' :.:.:... ) ( d' ON SLOPES 15X 0 , \ R GR .. I EATER. BLUE , " FESCU :,•' E 'BLU •" E RAY' SEED MI , 0 E X No.1 •t •',:•: o III <4- 1 •x •',: SEE EROSION _ N O •:r•' .�' NTR L MAT '' ':' '''`•'•:��:�: 5.OX OA Ian•,, P PRA TENSIS ARGYLE KENTUCKY BLUEGRASS 'ARGYLE' t o , ,i D , tt•.:.:.:.::•:: DETAILS ON THIS SHEET 1t c . D 3 PE B _ BL OG. A • 5.OX •4'• � OA PR P ATENSIS. 'SHAMROCK'o H MROCK KENT , :r::::::: ;�::::�:• UCKY BLU G E RASS 'S AM 1 tom'`• 1 H ROCK' �'Y y r NF N 3 X _ AUTUMN R0:'TIS P RENNA A NS. LB '-:t-•• •::::::'' � ANY PIN 8 N. E BUSH-NYE ECOTYPE•a'. E ` . N , C TYP v: is L.- @ENTGR '\ ASS BLDG 6 ALBANY - (TYPED ''i: \ Y PINE BUSH NY •:7•: 2 .2 � ECOTYPE ::4•i' 23.2 I I IN.F \ ¢` LR. 1 s 0 POUNDS BULK A \ VI BLE S ' ":'�'•':��?r �'�`��:` EED P ER ACR � \ EORBPU ., POUNDS PER 1 000 ••��•'�••• \ S FT. Q �n I t I tt t r , I, 3 •.::::..:.. :. \ SEED MI X N0. 5 - HG I H TRAFFIC \ TU 1 - RF AREAS: o W NREM • •.r:• , � E OWING 1 N CI ATE 1 P D ff 1 :k::•.::<.:. ..,. conifer TWO _ EX. - 30 \.. o.ox STU A 3 \ FE CA RUN DINACEA. 'FAWN' REAL ESTATE DEVELOPMENT. N T •� f IDE l0 FNT t0 E tECTI TALL ON k Y MAtEYE zT FESCUE w G FAWN I♦ r , ST , r •r 30 0 I y�, % - ,•: M PE :t ::�::.. J REN F 1.011! NE. A_.BAI- R i`` �^ PERENNIAL RYEGRA55 FASTBA w LL SILVER �. M , AP a L ES ,�, G R�. •r• O I a .i RG L ' c0 \ r� l TO RE MAI N yV :�•' N - 5.0 1 X FOA ATENSIS 'VOLT . KENTUCKY BLU / I - FGRASS 'VOLT' .r..i ,K ,l y _ r _ _ d• 15.OX OA P ,, .. . '•;�:�-,!-•�•.•• P RATENSIS. SHAMROCK E :? *'::: _ K NTUCKY BLUEGRASS 'SHAMROCK' M k ? `•, ❑ a :l. • +` -- seal `'.. >: o.or. ANNUALr - M �. 1I LODUM U u TY •=. I M LTiFLORUM ' \. EG 4 J� • . ❑ D ❑ �' RY RASS r` ^l ( I 1 .\ V J BLDG. \ �' i r , i n t s 150.00 POUNDS /f / P DS U t. �• 8 LK VIAE • • ••Fw R E MATC SED PER ACRE R L L.= s.a O S POUNDS PER 1 000 S . FT,� � :r ., H Ll N E A-A q4fl Q R R•.' 4 BLDG.? ED .'':;•I. / I ♦ d. °' '" i � :� .:• SEED MIX No.S , ` f ' ./, l '"`'* ,. .,-a - ::;irSr••}:::'.a'?�a:' .. - EL.= / LANDSCAPE •.,. �...�r r: ::: ':,' /- LEGEND , ..�`.,:•,.I ^a` �� ...r.. .:..�.. � ::{;::•:::.....•:'. d �» .';..:,r.. '-� „r.,r„y.•r:••?: }.. 23.25' (y, �� (• it''' •1 '..t ,S:t,> 3 .. .. . . ., . - (METER PLANTINGS FOR PER oa'° OF PARKING AREAS 2 2� BLDG,6 A z:::. :. s Iz _ \ \ •C-, �•:. -- i FIN. SEED MIX 7 issued date description PLANTINGS FOR INTERIOR 1 7-18-18 \ 2005 WETLANDS DELINEATION SEED MIX No.4 t. � : b I a OF PARKING AREAS ' , . �;.' SEED MIX No. o ¢ 3 \ � � :` ® :;•'r• \ -� \ " 2 9-28-18 STREET TREES RAIN GARDENS SEED MIX No.1 =.- t', I N Q .. \ / LJ &PARKING AREAS / SEED MIX No.4 r o r, Y" �l y - f:;��r :• /. 1 ' " 3 11-20-18 VILLAGE SQUARE&PARKING Q J 1 rr I 0 `--- ---' \ �1 AREAS \ STREET TREES FOR 4 12-7-18 ADDRESSED 1 �- / La SEED MIX No,3 \ o "' SEED MIX No.4� / ;;- :, �` INTERIOR ROADWAYS EMD o-2-2018 p I •� '>• ' \ 5 12.18-18 ADDRESSED 12-17-2018 SEED MIX No.1 ''� '''' '_ �` ''y '' ` ♦ \ (25 TOTAL SPACED 40' - COMMENT `. ' \ 0 a I I� 6 13-19 ADDRESSED 12-21-2018 „ / -, Y \ O.C. PER M61 -44) CpMMENTS i• EX. 36 SILVER �' �� .� off. ��$ ,_ '� 4, ` MON, F 7 2-8-19 ADDRESSED TOWN COMMENTS MAPLE TO REMAIN N l \ 24 / \ SEED MIX No. / `�.� \ , issued date description fy �� / I \ / / / / / .. \ \ �\ \ 8 2-12-19 ADDENDUM#1 .� EX. SASSAFRAS SEED MiX No.4 : 2005 WETLAND`- 3 GROVE TO REMAIN ` Yi SEED MIX No.3 DELINEATION \ NON- DISTURBANCE BUFFER .I, / i \, (BY C.W. BOWMAN - ° 1 LAND USE ECOLOGICAL I ( / EX. BLACK LOCUST �- r `` I GROVE TO REMAIN / / / �, SERVICES, INC.) \ ` k32' PROPOSED SILT FENCE (LIMITS OF CLEARING) PROPOSED CONSTRUCTION / % \ I -� •� \ I EX. SASSAFRAS \ ` / / \ 1 / / , FENCE / GROVE TO REMAIN / / / �' tMITs of oo' ETBACK \ �� / TREES PROVIDED ON-SITE /� \\ \ (Beyond thasrpreserrM in mrtdaturbed prrserred orco o/IU.6 otrcx andthose - pre"emedwRfitnsiLraRoatongCR4d) N Area No- Perineterl Required R uired Total y / 'OFFSET) TO WETLAND -` \ ` title 1'- ON, ¢"ND. -� M N/ND. / -! DELINEATION BY C.W. \ \ �"'' �/ Descri tion orNeew \ \ \ _� .��•� 400 P Stalls (� §280 95A §280 95B Provided E�OLOGICA SWMAN DERVIC -- -USE \ - �8- oe Areal �01B >xg 4.7 LANDSCAPE �� \ \r6 Area 11 19 214 19 5,4 7 - INC,) (TYPICAL) \ \ \ �/ / Area Ell 19 223 19 5.6 5 N \ \\ \ \ I - \ Area ril 19 252 1.9 63 6 _ Area 19 228 19 5.7 6 PLAN C \ \ \ \ I \r _� GB 7 130 0 33 4 DPIP \ \ / / Overflow 11 137 11 3,4 3 Total 3 3 \ \ Total 9.5.sale 34A,say 35 1 "` \ _ Required 10 35 y 1 Total 10 25 PLAN KEY �� \ \ o 1 564 Provided \ \ �t I / - /// - / Street Trees Provided on Interior R r§151-44 25 iFERT� ILIZERf PEST MANAGEMENT NOTES' \ i / Total Proposed Trees I Nahf: drawn by. �-, c t_' � LMY _- - iJPerimeter[a7aratedeaWdesroneorfootopebordrriegarcrsstoroadwayor 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. {' \ � - ad;,a�arpar�;,>9aea.aadadan,t,aw„aea� 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE PROHIBITED. LIMIT OF SLOPE SEEDING 11DxsnotlncweleAtingberttobepraervedlxotedodacmttopa4irrq checked by: CFD O � ^--- a/ros.Re er to code orro •is kffer doted 17/IQ/IID18- t � I �-, i U r LS 1-C 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM WATER CONTROLS, PONDING) IS PROHIBITED: E.C.M. E ° LS 1-A 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. , scale: MON. FND. e c AS NOTED i 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT STAPLE (TYP.j I f-r i� v, Qui' n NECESSARY. project number ,. 17106.000 NOTE: �° .. a 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATiO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN TOPSOIL 1. SEE LANDSCAPE PLAN I (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY LAYER - SHEETS LS-IC Q, BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. FOR OTHER E.C.M. sheet number � 0 OO 200 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 DETAILS. THE EDUCATION LAW OF THE STATE of NEW YORK N o LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. PROHIBriS ANY PERSON FROM ALTERING XMHiNG Feet 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT IN THE DRAWINGS AND/OR THE ACCOMPANYING 0 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS1-B LS1 THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 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. C� ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE LS 1 SCALE: 1" =50' ANCHOR TRENCH DETAIL L�% RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEiNG ESTABLISHED OR A SOIL TEST THE FULL txTErrr of THE ALTERAmON ON THE DRAWING AND/OR IN THE SPECIFICATION o_ INDICATES 1T IS NECESSARY. N.T.S. (Nes ED LAW SECTION 7209-2) 3 I , , R/ -�� PROPERTY I. � ~ \ / PLANNING BOAP.0 '�� -� LINE 3 Df 3At � ,� / j PLANT MATERIAL LIST _ _ J 9 Sc � ii / - '� 12 C TOWN OF SOUTHOLD \ SYMBOL EY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES I _ --'/ 3 Vd x --� -- - 3 S n a P � -r ' � D�!i�.I � _� -14- , Ar _ ACER RUBRUM RED MAPLE 2.5'-3" AS SHOWN DECIDUOUS > "/ ! ^��\ /�, ti �. . - 12 Df CAL SHADE TREE t ti \' �' 2 l o ..L 3 Vd � � Qa - QURCUS ALBA WHITE OAK 2.5'-3 As SHOWN DECIDUOUS �. . _ `c? �) CAL SHADE TREE I I,�. 4 _76- 1 .I I I . I . II. ' 6 LC _ 12 Df 12 PV ._ `._ - �� \ \ - QURCUS COCCINEA SCARLET OAK 25 3 As SHOWN L8SEHADE TREE �I } L . ED 1J II CAL. I- LED �Lo ! 1 ( ' 1 jl I'I i I 12 Cp \ Al AMELANCHIER LAEVIS SRVICEBERRY 2'-2.5" AS SHOWN DECIDUOUS % 11 ' � e 11 //,1 1 <ej,a �) 1 I ' 3 SC ti �.� / I \ 0 CAL �R `' 't1 4 t .1 'It��'r�. + .�. \ Il I I I{ 12 Df % 12 Df _ \ Ale - CUMULUS SERVICEBRRY 2"-2.5' AS SHOWN NARROW �. ", �\ V ( 7 GAMELANCHIER LAEVIS • 1 � .1 11 `, �:` - `., ,� ,,/ . � , . � . � 1 � . . 12 PV 18-. 1 \ \ 'CUMULUS' CAL• " TREE DECIDUOUS IL - -_-_ __ __ 1 , .1 - _ .- - ___ ... 7 M d . . - \ 16, cc - CARPINUS M-LINIANA AMRICAN HORNBEAM 2"-2.5* AS SHOWN DECIDUOUS I i __ _ CAL TREE , � 5�r, -r , `I + I I ,I P- :-` 7 R c L11�IITS1 \ \ i ! I \ CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS ``I -J t5 It%I_ � . , 1 •, 1. 1 ' 1 ! f �O ' O . 810-SWALE- /�-•---� I \ - CAL TREE 1300 Walt Whitman Road,Melville,New York q I t �\ 22 . STORMWATER - i / . I+. a REORMWATENTION AREA �-- \ \ \ Ps PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 7' O.C. EVERGREEN 11747 ti , .I I I p \ ___-_'1, __. B&B TREE Phone 631 3001010 2 i .I I I,t. . N 12 At \ \ . . . _.___. . \ 10 ILEX OPACA AMERICAN HOLLY 6'-8' HT., ' z q W t I 1 I I N __ p - 8&B TREE owner/developer. 7 O.C. EVERGREEN a w x I I N PCq i Q �.t �. = 1 ,� . - \ _ CONIFER REALY LLC > `1 ts I f' ('m 1 I E r ,� f7�� \ + T° THUJA OCCIQENTALIS NORTHERN WHITE CEDAR '. # 83 E.Main Street Suite 600 4 I N I( N 1 I , 11 1 ` IV - °� 'rte 2 (ARBORVITAE) CONTAIN R 7 O.C. EVERGREEN HEDGE Rochester,New York 14604 I i I. I ' 3 Mr, J I . I1 1 I . .I .I II . / 7 Df 12 Pv I 1 \ Am -- ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING ,-78 CONTAINER SHRUB i �' y I 1 1, ( I. . 5 S n �. - . . \. I ': 4 Snan - `1 - Iv _- ILEX VRTtCILLATA WINTERBRRY 15 5 O.C. FLOWERING Site/Civil Consultant Ld 0 I . I I I 12 Cp I . ' 1 Ar \ CONTAINER SHRUB C:41 W 1 I. I 3 Md ' / 1` BLDG. TYPE C . . � , MP -- MORELLA PENSY1MNICA NORTHERN BAYBERRY #5 5 O.C. FRUITING . I . 1 I ,"�, O - \ � CONTAINER SHRUB of ( I 1 I L I; sL . ;` 11 Cp 1 5 Iv _ \ -- 1 O 11 v\ . 1 1 F F EL. 23.25' S Rh 5 Vd Rc RHUS COPAWNA SHINING SUMAC 5 5 O.C. FRUITING ■ 0 I I. J . • , .1 \ CONTAINER SHRUB 1 1• 7 Am . �-, . . . 1 . ScAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING . I` . \ , - (� .i \ �: I a� 1 2 PV 1 'F 00 it) 17.7 - 1 \ `-i-�✓- -- CONTAINER SHRUB _ IN,� ', _ +\ 1 . 1 AI Vd M A M ARROWWOOD 5 5' O.C. FRUITING (�1 12-1 ■ I I I1. "�� % ;J 00 13:4 �J t_!'' -- VIBURNU DENT TU CONTAINR SHRUB Q> � LIMITS. OF�RAfN 12 Df ,y 19 • - - o � 12 Rh 1 (■� Q I 1 GARDEN ./ �, 6.6 '_ \ 00°°°000 IgS -- ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18'-24" 3' O.C. COMPACT L K.McI.EAN A3SoaATE$ P.C. 6.6 HT. 8&B EVERGREEN �' 1 STORMWATER I . " 6 SO \ LONG ISLAND, NY '� °' I ,l ! F26.5 � 1 3 M P At -_ ASCLEPIAS TUBEROSA 8UTTERFLY WEED #1 2-3 O.C. FLOWERING 437 SOUTH COUNTRY RD., W RETENTION AREA j .�- �,,-I "a, CONTAINER PERENNIAL BROOKHAVEN. NEW YORK 11719 N I ! • .I 1 ' �`` -- _ { U C ed Pathway , � Dm DRYO=IS MARGINALIS MARGINAL WOOD FERN #1 2'-3' O.C. PERENNIAL Tei: 831.286.8668 M -,,,_ 15.5' ) _- I 1 IO ); Irl, O O )", ~-�=� -�, . I, �G CONTAINER I I! 4 Am 4 - 4 SO '`,� Lc LOBELIA CARDINALIS CARDINAL LOBELIA #1 : I I "� \\`\ t�, . ` I. 5•d'_ �" != N y -'. m - w;„ CONTAINER 2'-3' O.C. PERENNIAL l ,� _ � - 15.5 SCARLET BEEBALM 2'-3' O.C. FLOWERING ,t `� •,��, , /_' 3 fi-- _._._ . .__•„ � �- \ � � Md -- MONARDA DIDY_MA 1 O 1 AI CONTAINER PERENNIAL '` I `1'. moi.l---+ ..R-, -w"5. .�..�-" .^'•^^rn.- "�.'' 9 1 \ 29.5 »� Y LIMITS 0 RAIN I I I 6,0' b ,� -_ _ 1 2'-3' O.C. FLOWERING �' � I I ,�I --- '"� a,.:• I 1"'.•,°' � I. ', \ I � Rh RUDBECKIA HIRTA BLACK EYED SUSAN � , „� =-'-, o . . a0 CONTAINER PERENNIAL V of fGARDEN \, ( I `' 6 Iv 4 M _ \ o ►n : a 19S Q s° SOLIDAGO ODORA SWEEP GOLDENROD i 2'-3' o.c. OWERING VINEYARD VIEW i 1 TORMWATER., '.5:5 ' P o --' �� '� �� 4 Am 1 8.5( G7 T-,. N -CT) , : CONTAINER PERENNIAL > KV NTION AF�EA IV ` o n° N N LAN 2-3 O. • = I ''I. ' 7 Sc 6 7'8 I. :,' 4 p S SICMPHYOTRICHUM Ew E G D ASTER #1 C• FLOWERING NORTH ROAD \ ,;'�. 1 AI `��, '� 3 . 0 `� \ `v ,' � -- NOVAE-ANGUAE CONTAINER PERENNIAL TOWN OF SOUTHOLD N.Y. 11939 EXISTING VEGETATION NOT TO BE DISTURBED L. • a' ` Q,�J CP �AHl:X PENSYLVANICA PENNSYLVANIA SEDGE C2 3'-4' O.C. NATIVE I-- S Vd I .I 5.5' .. .... . . .. 22 � t M ` 5 Sc ,. \ CONTAINER GRASS 4 5.1 -y' _ 2 A) 1 AIC 2 Am 4,$ Of DESCHAMPSIA �� COMMON HAIRGRASS #2 3'-4' O.C. NATIVE 1 \ l ____) ( d Mulched Pathway CONTAINER GRASS P' ti . •II . t I o w \. 3 TO - Pv PANICUM VIRGATUM SWITCHGRASS2 3'-4' O.C. NATIVE I, ,1, 1 ,. :I Sc . _ N 4 Dm / � -- GRASS I z O I - ' . \ II 5Mp �_ 0 10.8 . . . . >� j I' ,I 11 4 22 _, / / % 2005 FRESHWATER WETLANDS BY C.W. . 5 M 19.5 6 Rh I e, r �i. - - P 'a . �� . �, t - BOWMAN, LAND USE ESI,, AFFIRMED BY . - '� - I _ 9 �f ..4,��. / \ l III 1i,: 2AI . . �� 1 Qa _ I �T j "' NYSDEC LETTER 6/20/2018 \ . ;� L . > ! , . 1 I I I ' `� 2. ' 6.5' ,I ,Y,y - ' a.1' \ .>_ � Ii . ,. � /' II - I I . 1 I'. �' U! I, � '�; � :0 5 Am 4 To �:' * Z . I - S Vd ,- I . qe. "� 5 Vd ' s f GENERAL LANDSCAPE NOTES: ! � m II I I 1 I �I -,4 N 1 7.5 N ,r � � - I ry I a_tA �' `I i; (6 1 . SEE LANDSCAPE PLAN SHEET LS-1, y- O L--I---1 ,�, _. 1_J �.-- 1 C , I - -- 120.5 , L . I _ � I ,_ " i � _5 MP I' , \ - N - -- --�-,- w \ LS-1 B AND LS-1 C FOR OTHER ,EX. 12 BLACK LOCUST TO REMAIN .9 � / , j LIMITS OF 100' SETBACK (OFFSET) conifer - - \ _ -- - - - _ _ � �� 'I PLANTING DETAILS• R[Al ESTATE DEVEIO,YFNi,CONSTRICTION!MANAGEMENT I . 4 , , ,� I " ,t / TO WETLAND DELINEATION (BY C.W. ®® , BOWMAN-LAND USE ECOLOGICAL 2. PLANTINGS TO BE NATIVE I Mp m . I SERVICES, INC.) (TYPICAL) NON-INVASIVE, �, . .\' . , \ . . / . ��. , � AND DROUGHT ...•--'-=---�. 1 Qa TOLERANT TO THE BEST EXTEND seal �/,< , ' \ \ � ' � co �. \ PROPOSED SILT FENCE z `�'�4, '- �jll' 18.0' 4 Vd TYPICAL POSSIBLE. � , ' `:` `�,�`'``' I \ - " 3 ,�' ,k ~~4 ' DO 18.� E (LIMITS OF CLEARING _! 3. AN ORGANIC MATTER SOIL AMENDMENT F E' ;,-,:ry, k: '� f' �' r. . \ E]1_1� p I.E. COMPOSTED LEAF MOLD V111LL BE ('�11 ,.r, �. PROPOSE N = J I; I ... . \, ' . . DCO STRUCTION �� f �\ 1 Aic BLDG. 2�fYPE B) FENCE (TYPICAL) 10 INCORPORATED INTO THE TOPSOIL ATA =, ;_ _ R�, r _,. ,•, `'\ . . / ® O . RATIO OF ONE PART ORGANIC MATTER - 3 > ' , l 1 Qc 4 Am FIN. FLR►�EL. = 23.25' a I'-- Vim"` �r TO TWO PARTS NATIVE TOPSOIL, TO \� F , - , '�' " ' I11777.7, l I „' 4 Sc '' INCREASE ITS WATER-HOLDING 4:11 / ; AS giolooloommomn , . \ - . I . �: 1 Qa 1 Alc \ CAPACITY. 71 ;✓' / issued date description t �, - / / 2 4. COARSE MULCH AT A MINIMUM DEPTH Mulched Pathway - � - . - \,, f 4 MP � 4 Am 3 Iv I - 1 \ 1 7-18-18 2005 WETLANDS DELINEATION I _,- > I ,. / �� _. I / y OF 3 IS REQUIRED ON ALL PLANTED ' �� i ��J l \ / 0 a / \. �;, . MATERIAL. 2 9-28-18 STREET TREES,RAIN GARDENS ,� ;. 1 0 Am 8. ARKING AREA U I 1 �/' �. -7-1 ADDRE ED 1 - 1 Li I k 1 / - O . -.I 5. ALL TREES A 3 12 8 Ss o-2 o $ . G . . - - - �. 6 To ND LANDSCAPING ARE I w L _ f . ItTS 11� nnN /• f 1 Cf REQUIRED TO BE MAINTAINED BY THE 4 12-18-18 ADDRESSNED 12-17-201$o '� I. U o I I ® ® /.' 12 I S PROPERTY OWNER AS SHOWN ON THE 5 1-3-19 ADDRMES 12-21-2018 / ;� ' 9 ti N COMM TS > O / APPROVED SIT E PLAN SHOULD A TREE EN o / 6 2-8-19 ADDRESSED TOWN COMMENTS 1 s I N O <t.' 1 �. '.... l I ® . 1 A DIE OR OTHERWISE BE DESTROYED IT - o I / .:: 0 / I r : 7 2-12-19 ADDENDUM#1 - 1 Ar ,. I 1 BE REPLACED WITH THE SAME r. 8 Am _- - MUST . � issued date description I, . ,. �-� 1 AIc 11 . �, -; •,, SPECIES AND SIZE AS SHOWN ON THE I 4 A m :\. > " ;, 01 0 _ APPROVED SITE PLAN WITHIN 6 - A� T "I f ,N. 7 I s i,, '3 � ,, 2 0 9 +.� t ,, , I. MONTHS. ANY CHANGE IN TREE OR oL. i f I I J� � ) ''�- 1 1 w. o : # = -.- - LANDSCAPING SPECIES MUST BE (oO 0 0 I • �" 4a iM - , APPROVED IN WRITING BY THE L) '' I 1� \,; \ 0 0 z.4' 4 I. . l . •( 0 ,i . \• Q di 1\ I15.4 3 To PLANNING BOARD, 11 \' , ,. . p� 1 ,� LANDSCAPE LEGEND V) � . . , e, V o 0 *- ,,i •7 7.1 I 6 Am �- 1 Qa �. y. �. L ". - - ; " ' PLANTINGS FOR PERIMETER ,. e 1 Ar : \ 6 Vd �� I �. 0 1 Alc s.$ .f 8 M OF PARKING AREAS o 5 M p 14 r 4 Am \ `• `• , i II t ' 1 Qa - 2� 3 n . . - . ..I . BLDG. 3 (TYPE B) title 1 Qc 2 Ale U_ r 2 Cf a �.; • . :' ''. •.`. • . •- "01 PLANTINGS FOR INTERIOR • �� ; 1 \: _�' ( NORTH ) 1 1 M Qa '� o v'' Pd O _ \ ' . . FIN.-FtR- - •I o__ OF PARKING AREAS o 9 M p . �. 7 M p --- . > I � � - > ` 15Is . 9 EL. e . L- . I I LANDSCAPE i 4 MpI Ir1'1 � � -, e 4Mp 2.0 . . s 'a 23.25 e �. fA h i t9 I .' `.' \ STREET TREES FOR I 9. . . . ti . . I. . . , Y'' CO INTERIOR ROADWAYS PLAN I .: I J �r 3 S".....�`� \ \ 6.8' I (D 1 �` . . �� 1 .� P 3 Pv 1 Alc 4_1 . 1 : I PLAN KEY •0 7 iv a 5 Am 5 Iv 2 Alc j 1 Qa e �� - 4 M I NON- DISTURBANCE BUFFER . I o• aP drawn y LMY 1 \ 1' ® y1 .' b I r", CTs 'r/ � 4 Iv -e I . 4Mp o' ; a .' 6 Rh 0 checked b I , `C' CFD ,Z r' ' . � . ' . � . � �, , 10 Am .o. ;� i I � 40 80 y: �_ P C, �>:=. 26 Rh r'I 1 Ar 2 Alc ` •- E a L - Y Feet scale. AS NOTED S1 B t , LS1A o - � E 1 1 Cf :F�. I.•, I� *' .,\. ` I. N o I O �. . 4 Am ; 4.8 �. " - ro ect number. ;1 17106.000 . . I . . . - �. � � F ., t I SCALE: 1 =20 project di C I ' O 4. ,d.' .y?,,a` - ) 4 . - A•,, N^ r. s,$ - -22.0 I]- . F) i w i ` 7 -r - / 0) I . ' TWO EX. 30 r '�. ' ® . - ' \ 6 SC 22• _11 sheet number o . "� SILVER MAPLES '. , . '�` -�` , "`> �. � ,>, �` t p I ` TO REMAIN W�4 ' ' Q� I , f ✓` N 1 Z IgS 1 AIC �� THE EDUCATION LAW OF THE STATE OF NEIN YORK N .. t� , PROHIBITS ANY PERSON FROM ALTERING ANYTHING ,.,,/' -� . . IN THE DRAWINGS AND/OR THE ACCOMPANYING �. ll IIIIII 1. SPECIFlCATIONS, UNLESS ITS UNDER THE DIRECTION -�` N � LS1 C LS1 -1 _ / _� , `+ -"-»�• . .�"�"-' :��._... OF A LICENSED PROFESSIONAL ENGINEER. WHERE n EX. 36" SILVER L- P1w �, \ - SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL LS 1 A I fMAIC H LI N E A-A n ---� 1 cf I _ 4 Lc ENGINEER M�lOF HE TERA„ON ONTMEBE IL DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) P L A N T M A T E R I A L L I S T DISPERSE EACH ROOT MASS INTO PLANTING \ SOIL. STAGGER PLANTS THROUGH OUT SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES I \ PLANTING BED. WATER IMMEDIATELY AFTER \ PLANTING (TYP.) Qo _ QUERCUS ALBA WHITE OAK 2.5 - 3- AS SHOWN DECIDUOUS , I \ \ 2- TO 3" DEPTH AlSERVICEBERRY 2"--2,5" AS SHOWN DEC SHADE I MULCH AS SPEC. � — AMELANCHIER LAEVIS ( CAL. TREE \ 3" HIGH SAUCER IFINISHED GRADE Alc _ AMELANCHIER LAEVIS CUMULUS SERVICEBERRY 2'-2.5" AS SHOWN NARROW (�-) 'CUMULUS' CAL DECIDUOUS ICc — CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5' AS SHOWN DECIDUOUS �-� PLANTING SOIL AS SPEC. ' K,l � I CAL. TREE t t t (MIN.6" TO 12- DEPTH144 of`) „:.•, ;. � � +�..,,-.W..,' �°,. _N^}^._ NOTE: Cf — CORNUS FLORIDA WHITE DOGWOOD 2'-2.5' AS SHOWN DECIDUOUS ”'(MIN.) DEPTH ( / CAL. TREE e ?.>r, F'r;,,:,a:`fie=` '+.Z:,:r`;13.•'r°'.<cZ�..,._ "'1Y .- DIG 2 '..K';, ;�,.. `..-..�- ._wa-r�::";.�". �-'.-�._-< ....,:-::tom.•_;'=' Jv JUNIPERUS VIRGINIANA 6-8 5 TEST HOLE TO VERIFY -- EASTERN RED CEDAR 7 O.C. TALL ,11 A. ,.. \ \ \ ROOT MASS � /\\j\\ \, WELL DRAINED CONTAINER EVERGREEN ' \ \ \ \ HEDGE ' / \ TAMPED POROUS \\�i\//\\/\\// / SUBGRADE MATERIAL To w THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-s', #5 7' O.C. TALL \ / \ \(\\ /�\ (ARBORVITAE) CONTAINER EVHEDGERGREEN 11747 alt Whitman Road,Melville,New York / (WELL DRAINED) lJ�bP Am -- ARONIA MELANOCARPA BLACK CHOKEBERRY 3 5' O.C. FLOWERING Phone 631 300 1010 SUBGRADE PLANTING BE CONTAINER SHRUB � 01:do Iv -- ILEX VERTICILLATA WINTERBERRY C 5' O.C. FLOWERING p CONTAINER SHRUB GRASS & PERENNIAL PLANTINGS C C P MP ._— MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING CONIFER REALY LLC , \ CONTAINER SHRUB 83 E.Main Street,Suite 600, N.T.S. C�bD Ric -- RHUS COPALLINA SHINING SUMAC 05 5' O.C. FRUITING Rochester,New York 14604 / I � CONTAINER SHRUB CPCJ Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING CONTAINER SHRUB Site/Civil Consultant GENERAL LANDSCAPE NOTES_ —— � Vd VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUmNG jam \ / \ 1. SEE LANDSCAPE PLANS SHEET LS—1 AND LS-1C FOR CONTAINER SHRUB - IgS ILEX GLABRA SHAMROCK' SHAMROCK INKBla2RY 18 -24" 3 O.C. COMPACT OTHER PLANTING DETAILS. -- HT., B&B EVERGREEN 2. PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT At -- ASCLEP1As TUBEROSA BUTTERFLY WEED CONTAINER 2-3 O.C. PERENNIAL \ \ Q-QcP Dm DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2'-3' O.C. PERENNIAL TOLERANT TO THE BEST EXTEND POSSIBLE. -- CONTAINER — 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF Rn RUDBECKIA H1RTA BLACK EYED SUSAN #1 2 3 O.C. FLOWERING — CONTAINER PERENNIAL L K.McLEAN gggpggTEg,P.C. _ MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO � -- SOUDAGO ODORA SWEET GOLDENROD #1 2'-3' O.C. FLOWERING CONTAINER PERENNIAL LONG ISLAND, NY \ / - 18\ PROPERTY \ \ OF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE 437 SOUTH COUNTRY RD., \ --- TOPSOIL, TO INCREASE ITS WATER—HOLDING CAPACITY. C60dD CP —- CARER PENSYLVANICA PENNSYLVANIA SEDGE 12 3'-4' O.C. NATIVE BROOKHAVEN. NEW YORK 11719 CONTAINER GRASS Tel: 631.286.8668 4. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON � Df -- DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE ALL PLANTED MATERIAL. qP0O CONTAINER GRASS NATIVE m \ = 5, ALL TREES AND LANDSCAPING ARE REQUIRED TO BE -- PANICUM VIRGATUM SWITCHGRASS CO 3'-4' D.C. GRASS I MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE \ i \ \ APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE VINEYARD VIEW LU DESTROYED, IT MUST BE REPLACED WITH THE SAME SPECIES NORTH ROAD z \'6 / �\ PIS CAP \ AND SIZE AS SHOWN ON THE APPROVED SITE PLAN WITHIN 6 TOWN OF SOUTHOLD, N.Y. 11939 MONTHS. ANY CHANGE IN TREE OR LANDSCAPING SPECIES J ` MUST BE APPROVED IN WRITING BY THE PLANNING BOARD. PROPOSED SILT FENCE 1 " M Q 12 Pv (TYPICAL) Ir (LIMITS OF CLEARING) \ \ 12 Cp \ �' PROPOSED CONSTRUCT ON13 Rc 22- / FENCE (TYPICAL) / LIFTS OF RAIN _ \ DQ 9 Vd 5 Mp STOREWA ER ` TREE- DUG AS �(�j/Q O a o o n ie o r I \ ` \ PER RECENT Q D REAL ISIAif Df Vf LO►Mf NT,CONfTRRCTION a MANA41Mf Ni RETENT ON AREA � 1 Al / �' \ / STANDARDS FOR i n Q ° 1 CC \ \ \ NURSERY STOCK �Q AS PUBLISHED BY 5 Am 12 Df p \ i 6 ( S 12 C \ \ \ THE AMERICAN 6 G seal �- �; g \ \ — NURSERY & Ga 5 Vd 12 Pv — \ \ LANDSCAPE �- _ \ � \ ASSOCIATION 1� LIMITS OF 100 SETBACK (OFFSET) \ \ \ 1 WRAPPING AS SPEC. 6 Am 2; 1 Al ` TO WETLAND DELINEATION (B C.W. ay 4 Iv BOWMAN-LAND USE ECOLOGIG&L \ 3" MULCH AS SPEC. Fp. o, 1 AlAI �$ RVICES, INC.) (TYPICAL) \ = 5.6 \ \ \� \ TREE FLARE AT TRUNK - /� •f , Ink'," q N TO BE SLIGHTLY . \ \ HIGHER THAN / 4.5 4 \ 4" HIGH SURROUNDING 1. 8.5' co 5 M P �`� SAUCER D GRADE 12'5' ` \ (TYP.) FINISHED GRADE c ':' �� ' DO (� 3 IgS \ 4 Vd \ \ \ issued date description ° 7..1' >n " M.L1lched Pathway 7 0i 1 7-18-18 2005 WETLANDS DELINEATION 7.14 Vd \ 0 PLANTING SOIL 2 9-28-18 STREET TREES RAIN GARDENS -5. � � \ \ \ � 1 `i 2005 FRESHWATER AS SPEC. NOTE: 3 12-7-18 ADDRKESSEDG-2 AREAS018 Mp 4 Dm O a g r I . 12 C \ WETLANDS BY C.W. \ \ 6 Dm; ._ P DIG 2'(MIN.) COMMENTS U_ i 1 13 Dm 41 8f a BOWMAN, LAND � ESI„ \ DEPTH TEST 4 12-18-18 ADDRESSED 12-17-2018 N 3,0 ` �\ I AFFIRMED BY N DEC \ \ / / / / / i 5 1-3-19 ADDRESSED 12-21-2018 /\/\/\/\� HOLE TO a 3 N BLDG. 4 TYPE A ` ' 1 o Df LETTER 6/20/18 \\/\\/\\/\\/\\/\\ VERIFY M O i1I M ( ) /` \ ROOT BALL \�/%//\//\//\//i COM EN FIN. FL N ~ 4 Dm ,,� ' • f! I \ \ \ \ \/\\�\\/��\ WELL 6 2-8-19 ADDRESSED TOWN COMMENTS IO 13 SO (( N ca DRAINED 7 2-12-19 ADDENDUM#1 _ --- EL. _ X ROOT BALL WIDTH (MIN.) SUBGRADE 1 o Rh 2.�'� O BLDG. 6 (TYPE D) \ I \ \ MATERIAL { TAMPED POROUS issued date description 2.0' i 2.0� i \ \ (WELL DRAINED) `� \ 2 AIc '�� o Rn FIN. FLR. \\ ( \ \ \ SUBGRADE TYPICAL TREE PLANTING NM ,Mbi 15 So EL. �\ N.T.S. p y ® N4 23.2512 Pv 12 \ Pv TV ° 12 C \. I \ SHRUB- DUG AS PER \ RECENT STANDARDS FOR �- EIEIoo \ NURSERY STOCK AS .,.., a _ ! 4 Mp ,; - \ \ PUBLISHED BY THE IT- Ao j' \ \ 1�/ AMERICAN NURSERY & .N +� 5 b' 4 Dm 5.0' �',� �� 12 Df OF RAIN �� LANDSCAPE ASSOCIATION o -rte l,y (� ri 20 0' 'f 5 Am �.: \ / LIMITS TOP OF ROOT / 3 MULCH AS SPEC. MASS TO BE N 6 At GARDEN / \ ROUNDING G N 22>0'. r` ';` / % STORMWATER ., 1 / SLIGHTLY �. , 5.0 r : s 15 Rh , .. M f' .i . RETENTION AREA \ SAUCIER TYP. SUR RADE title ,.. , 0 Am 5 b A - 2.Q. 8 Vd 6 So t / O ( EAST) ' 1 -n 4TV ►� 1 ! ,, FINISHED GRADE s � LO t LANDSCAPE ' . 5 Rh i. /. 9 R h 1 Cf �' _ -_-✓�' 3 I V / ._� PLANTING SOIL v L ,� .3.._ , .7- _..G_ PLAN --- --- AS SPEC. c.. 0 1 a L 5 M . r—I i!/ „ Q -_1 AI — P _ 3 r—, - am I MATC H LI N E A R DIG 2 MIN. LANDSCAPE LEGEND \y\/\/\/\� DEPTH TEST PLAN KEY VERIFY WELL /j\�\\/j\\/j\\/j\\i HOLE TO a PLANTINGS FOR PERIMETER ROOT BALL ��\!/\\!�\\��\/� DRAINED OF PARKING AREASsuecRADE drawn by: LMY TAMPED POROUS X ROOT BALL WIDTH (MIN. MATERIAL 0 checked b CFD C (WELL DRAINED) y' E o- LS 1 -B scale: AS NOTED LS1-A -" �, PLANTINGS FOR INTERIOR APPROVED BY SUBGRADE LO 0 OF PARKING AREAS PLANNING ®At�D SHRUB & EVERGREEN PLANTING project number. 17106.000 o �✓' N.T.S. TOWN OF SOUTHOID STREET TREES FOR fA: - -T 0 40 INTERIOR ROADWAYS DATTr: Z 201 sheet number C'I o 80 q _„ � � ��,� THE EDUCATION LAW OF THE STATE OF NEW YORK O � PROHIBITS ANY PERSON FROM ALTERING ANYTHING C LS 1-C LS 1 Feet c� I !iJ;:1 S THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION LSI —B OF A LICENSED PROFESSIONAL ENGINEER, WHERE I� S Ut-_.6-1d TO',vn SUCH ENGINEER MUST rSIGN, SEAL. DATE ARE MADF_ EAND DESCRIBE j SCALE: 1" =20' NON— DISTURBANCE BUFFER P,Fnn;ng C(=-rd THE FULL EXTENT OF THE ALTERATION ON THE LL — DRAWING AND/OR LAW oSECTION 72SPECIFICATION s 2)cAnoN I LANDSCAPE LEGEND -r �� —. by .� \ J. „� .� ,� �, ti. - , � . ....�. ,. •-- .?� �1' F �, � � - . S. T" , 1y(y(ljyl( � '� PLANTINGS FOR PERIMETER 1 TWO EX. 30 R , MATC H LI N E A-A 6 Sc 22.4' UUUL0 OF PARKING AREAS r SILVER MAPLES q TO REMAIN o .�: � _ . 1 Alc 9 I 3 'T7 a� t, 4 •mow•• a '� -' / ww.,�,r•' +rr.rrr. �.:Y,�r -. '. .IEs .rwi , .. ,. ;- "' ;.:.. { . ., -� \ ----- PLANTINGS FOR INTERIOR 1 AIc � a ,�,� � 4M 1 Cc EX. 36 SILVER P 12 IgS ° , a . . . OF PARKING AREAS Lc MAPLE TO REMAIN '� 4 Lc La Cf 2 . COMMUNITY s 6 Sna 4 1 Cc A \ / 4 Bh � r 4 Iv BLDG. .. s ..q_.._. . .. .. L 6 Lc 8 Sc STREET TREES FOR .� 5 Am , ?. FIN. FL , -� :, '� __ , - INTERIOR ROADWAYS 2 Cf ° 8.0 \ ,� . 1 Alc �. '�.� " ,, - / i 2 PV ..0 N 1300 Wait Whitman Road,Melville,New York J - / 7 M p _ _,_ ----_ - 11747 Z 10 M p r----�--� - LIMITS 12 Df i - Phone 631 300 1010 ■ �,, / . 1 Ey�l� ui6 = - —�° NON- DISTURBANCE BUFFER T G RD ..,, ,.,0' ( 12 PV �. WATER :._....- ------.--�.� �, _ STORM �S' 110.0 _ f owner/developer: i. RETENTION REA _ J I' `I` O, u '' `' 12 C I Q110 Am ��.�� . ! ,'' I I P -.,,,I GENERAL LANDSCAPE NOTES: CONIFER REALY LL - - - - - �, - 83 E Main Street Suite 600 . . / 5 C ';,; � _ _. 12 C _ 12 Cp �,-.��- � { � — — Rochester,New York 14604 6 Ls P112 _ _ P ��At 12 Df 1 . SEE LANDSCAPE PLANS SHEET LS—1 AND 7 - �------- - � � � �, � � 12 Cp f.-"��' � 4 At :. _ _:_-�- = Pv — -- ;, I LS-113 FOR OTHER PLANTING DETAILS. {{ 12 2. PLANTINGS TO BE NATIVE, NON—INVASIVE, 1 12 Pv 12 Df - `\ PV I i 4 E> o Site/Civil Consultant 2 AI \. , I ,,� 6 Ps %`� 12 Df ` - 12 Df o AND DROUGHT TOLERANT TO THE BEST 12 ('n I I EXTEND POSSIBLE. 0 r. 8 MP '; \; ' ', ' \. - — ,k o 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. \, ' ,. '� % 12 Cp COMPOSTED LEAF MOLD) WILL BE .3 Z 2 AI ` \ INCORPORATED INTO THE TOPSOIL AT A 12 Cp I RATIO OF ONE PART ORGANIC MATTER TO L K.Md-SEAN ASSOCIATES, P.C. 5 M '� 12 Cp 12 C �' o II TWO PARTS NATIVE TOPSOIL TO INCREASE , P `�--_.,_ -�_-- 7 M d P �A � Lolvc ISLAND. NY / � ,.. \ I 437 SOUTH COUNTRY RD.. d, ,� ITS WATER—HOLDING CAPACITY. 4 IV LIMITS OF 1"'ti.�. Te1631�.286.Sg6g YORK 117t9 w 4 Vd 7 Lc \ 4. COARSE MULCH AT A MINIMUM DEPTH OF ? . BIO-SWALE / o .. » O II .,, a ` . ,_ 6 Iv / R \ �, 3 IS REQUIRED ON ALL PLANTED MATERIAL. WON 7 Am � 1 RETENSTORmTIONAREA \ �,, �'` , 5. ALL TREES AND LANDSCAPING ARE 1 . : - r- _J / LIMITS R RAIN `�,.IN ',* REQUIRED TO BE MAINTAINED BY THE "" - GARDEN / ,.�� 36 4 ., �" o STORMWATER �` PROPERTY OWNER AS SHOWN ON THE f� / \ log VINEYARD VIEW PROPOSED SILT FENCE 2�� \ RETENTION AREA 4 APPROVED SITE PLAN. SHOULD A TREE DIE NORTH ROAD / (TYPICAL) / l / OR OTHERWISE BE DESTROYED, IT MUST BE \ \ 12 Df/ TOWN OF SOUTHOLD, N.Y. 11939(LIMITS ft CLEARING) � � REPLACED WITH THE SAME SPECIES AND LIMITS OF 100' sETBA�K \ ! SIZE AS SHOWN ON THE APPROVED SITE PR P OOSCONSTRUCTION D OFFSET TO WETLAND \ 1 PLAN WITHIN 6 2 Al FENCE TYPICAL) DELINEATION (BY C.W. m f (OFFSET) � HI MONTHS. ANY CHANGE IN \ TREE OR LANDSCAPING SPECIES MUST BE EX. SASSAFRAS / I / BOWMAN-LAND USE \ APPROVED IN WRITING BY THE PLANNINGECOL (TYPICAL) SERVICES, INC.) — -26- BOARD. , u 10 Vd GROVE TO REMAIN / \ / / \ UJ z 6 WIDE x { 1--187.-I ® ANCHOR TRENCH 12" DEEP i{ ANCHOR f TRENCH ofeC REAL ESTATE DEVELOEYENT,COM STEE CTION A MANAiEME M7 2"-4" OVERLAP • / ' \ U '� ON SIDES (TYP.) 2005 FRESHWATER ` ~ - - seal.~} z / WETLANDS BY C.W. BOWMAN, LAND USE ESI, 24- _ _ - / :;fir.. -- � . AFFIRMED BY NYSDEC N LETTER 6/20/2018 / [ 1 � ALL STAPLES 30" O.C. (TYP.) -t 0 30" O.C. (TYP.) MINIM !7_ issued date description / c EX. BLACK LOCUST / \\ I _ _ _ _ 1 7-18-18 2005 WETLANDS DELINEATION GROVE TO REMAIN / / ' '� - - - 2 9-28-18 STREET TREES,RAIN GARDENS p J 8 PARKING AREAS 3 12-7-18 ADDRESSED 10-2-2018 I / 4 12-18-18 ADDRESSED 12-17-2018 o / / ADRSSEROSION CONTROL MAT 5 1-3-19 DEED 12-21-2018 (E.C.M.) INSTALLATION 6 2-8-19 ADDRESSED TOWN COMMENTS 0 N,T.S. 7 2-12-19 ADDENDUM#1 PLANT MATERIAL LIST issued date description SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE do TYPE SPACING NOTES EX. SASSAFRAS •3 ` GROVE TO REMAIN ° / _._-- ,^ ._.� � Qa QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS "''��JJ��/// CAL SHADE TREE o ` r I I Al — AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS CAL TREE \ I c \\ Alc _ CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW j ♦ ♦, ` I I \ \ \ , / CUMULUS�ER LAEVIS CAL " DECIDUOUS I f / ^ Cc — TREE \ \ / , / / / trARPINUS CAROUNIANA AMERICAN HORNBEAM 2 L AS SHOWN DECIDUOUS ' / ` — CAL TREE Cf CORNUSFLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS \ \ . /� I , , / CAL TREE •� \ ♦ \ \ \ / / Ps — PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 7' O.C. EVERGREEN j B&B TREE vl \ �,('�� -2 \ \ \ \ / \ / / C)�'' Am r AROMA MELANOCARPA BLACK CHOKEBERRY CONTAINER 5' O.C. SRFLOWERING title (WEST) \ \ / (� p N ILEX VERTICILLATA WINTERBERRY 5 5' O.C. FLOWERING + %*. ♦ \ \ \�\ \ \ \ / / / ' `" '" CONTAINER SHRUB j UITIN MON. ND, I _ \ \ l \ \ / MON, FND. / 7/ � MP -- MORELLO PENSYLVANICA NORTHERN BAYBERRY CONTAINER 5' O.C. SHRUB G LANDSCAPE •. \ \ \ MULCH TOP SURFACE WITH THIN LAYER \ 0000 Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING I ♦ K LEAF COMPOST OR SHREDDED�OOD / / CONTAINER 5' O.C. FRUITING N PLAN � � � (NOT-WOOD CHIPS) EDGE WITH NATIVE GRASS �-- / � vd VIBURNUM DENTATUM ARROWWOOD #5 ° PLANTINGS (SEE PLANTING — CONTAINER SHRUB 3 CAST IRON INLET GRATE & PLAN & DETAILS) 00600000 IgS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT PLAN KEY FRAME BOLTED TO N HT., B&B EVERGREEN i- -- MANHOLE 6" M At ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING -° POND DEPTH CONTAINER PERENNIAL SEE PRECAST CONCRETE 12"MIN � LC -- LOBELIA CARDIN.A_IS CARDINAL LOBEUA #1 2'-3' O.C. FLOWERING I' r , a AREA DRAIN DETAIL AND " t\ �r�' CONTAINER 2•-3' O.C. FLOWERING PERENNIAL drawn by. a ., LIMY � 24 AX. \\ � Md MONARDA DIDYMA SCARLET BEEBALIrI #1 ( 1` DRAINAGE PLANS a� __ n. ",Y . CONTAINER PERENNIAL �` c a -� SEED --- ---- - -- -- ---- >,...: :_ y 7 1 2'-3' O.C. FLOWERING checked b a � a � o CFD a �/ __-_ ,;� '„-�,�j.��, ;cam► Qj� Sna -- SYMPHYOTRICHUM NEW ENGLAND ASTER # L <?:`< iSk NOVAE—ANGUAE CONTAINER PERENNIAL (SEE --- - : `s _ _ _ t :., `.. scale: c E a LS 1 B FS- _ ' AS NOTED i_,� LS 1-A i. - ”+,:t"i:'j�• x;;u'i -_ 4:1• -,'Y Y�y E— E v PLANTING {'" e<. - 3 C PENSYLVANICA PENNSYLVANIA - - :<r' �•�'=�; '. :,; " APPRQVED �` (/��(}.(}��(E�/��,J� SA@F.X SEDGE #2 3 4 O.C. NATIVE e x.;�r't"- �>�.:t.n.:"> 'yti°,_,:.,�.:�,:�ae; tea,�'�;' OCPCP p -- C 4' .�. .; _ " ;;: MIN. _ :< .. 12 (MIN.) CONTAINER GRASS r r: �,. PLAN) = 3 0w= K> _ project nu a 17106.000 oa Tit'`r'_:...' +' DEPTH OF PLANNING BOARD Df -- DESCHAMPSIA FLEX 3' COMMON HAIRGRASS #2 —4' O.C. NATIVE o PLANTING SOIL CONTAINER GRASS TIVE t �? SCARIFIED TOWN O SOtJT�OLO Pv -- PANICUM VIRGATUM SWITCHGRAss CONTAINER 3'-4' O.C. GRRAASS 0 40 80 SUBGRADE sheet number rn V- p ATG THE EDUCATION LAW OF THE STATE OF NEW YORK N o Feet' 2 O` PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING C; toLS 1-C LS 1 r� TYPICAL B!O S W A L E DETAIL �_r SOF A LICENSED PECIFICATIONS, ROFSS ON UNDER THE DIRECTIONHEELS 1N SCALE: �" =LO' <'-� ^'' SUCH ALTERATIONS ARFEE MADE, THEIPROFESSIONAL 1 C ENGINEER MUST SIGN. SEAL, DATE AND DESCRIBE LL_ DRAWING AND/OR IN THE SPECIFICATION N.T.S. THE FULL EXTENT OF THE ALTERATION ON THE d .... (NYS ED. LAW SECTION 7209-2) 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-1B AND LS-1C FOR OTHER PLANTING DETAILS. SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE do TYPE SPACING NOTES PLANTINGS FOR PERIMETER 2, PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT OF PARKING AREAS " TOLERANT TO THE BEST EXTEND POSSIBLE. Ar ACER RUBRUM RED MAPLE 2.5"-3 As SHOWN DECIDUOUS CAL_ SHADE TREE 3. AN ORGANIC MATTER SOIL AMENDMENT I.E. COMPOSTED Qo _ QUERCUS WHITE OAK 2.5'-3' AS SHOWN DECIDUOUS — E TREE LEAF MOLD WILL BE INCORPORATED INTO THE TOPSOIL AT QC AK �-3" AS SHOWN DECIDUOUS PLANTINGS FOR INTERIOR - 4UERCUS COCCINEA SCARLET o SHADE TREE L,r A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS " p OF PARKING AREAS At AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS NATIVE TOPSOIL, TO INCREASE ITS WATER—HOLDING — CAL. TREE . ��.. CAPACITY. cc ►► _ CARPINUS CAROUNIANA AMERICAN HORNBEAM 2'-2.5' AS SHOWN DECIDUOUS 4. COARSE MULCH AT A MINIMUM DEPTH OF 3 IS REQUIRED CAL. TREE STREET TREES FOR ON ALL PLANTED MATERIAL. Cf _ CORNUS FLORIDA WHITE DOGWOOD cn�.5" As SHOWN •DmEEEUOU�S f - INTERIOR ROADWAYS 5. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE __ TALL Jv JUNIPERUS VIRGINIANA EASTERN RED CEDAR CONTAINER 7' O.C. EVERGREEN MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THEHEDGE 1300 Wait Whitman Road,Melville,New York TTHUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', #5 7' O.C. TALL 11747 NON— DISTURBANCE BUFFER APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE O — (ARBORVITAE) CONTAINER EVERGREEN Phone 6313001010 BE DESTROYED, IT MUST BE REPLACED WITH THE SAME dcbD Am — ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. HEDGE FLOWERING CONTAINER SHRUB owner/developer. SPECIES AND SIZE AS SHOWN ON THE APPROVED SITE CONIFER REALY LLC PLAN WITHIN 6 MONTHS. ANY CHANGE I N TREE OR Iv — !I ayERTICILLATA wINrERBERa1' CONTAINER 5' O.C. FLOWERING Rue'NC 83 E.Main Street,Suite 600, MATC H LI N E A—A LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY MP r MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING Rochester,New York 14604 CONTAINER SHRUB ., . THE PLANNING BOARD. d-bD Rc +� COPAwNA SHINING SUMAC #5 5' O.C. FRUITING CONTAINER SHRUB Site/Civil Consultant S IV T ____ _-�- Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING 5 Rh 9 Rh, 1 Cf - " " CONTAINER SHRUB 0 - —� Vd VJBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING 1 Qa L �5Mp �. / — CONTAINER SHRUB i� AI / !I / IgS ILEX GLABRA 'SHAMROCK' SHAMROCK INKSERRY 18'-24'" 3' O.C. COMPACT ,I U , a 5 Am 1 ✓ 8G0 .1c 2 4 A / -- HT.. B&B 2-3 O.C. EVERGREEN % o 1; 5 Q" At — ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 FLOWERING �\ M. cv 13 R h - / CONTAINER PERENNIAL ' M•' j � •��. � .— � � / Dm DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2'-3' O.C. PERENNIAL 9 R h ` !! b _L 9.5 4 D m ` -- CONTAINER L K McI.EAN A330gATE3,P. % 22.0' -1.8 - � '� I / Q LC LOBELIA CARDINAUS CARDINAL LOBELIA #1 2-3 O.C. FLOWERINIG 'k / -- CONTAINER PERENNIAL 437 SOUTH NEW YORK 11719 LONG ISLAND, NY Md MONARDA DIDYMA SCARLET BEEBALM #1 2'-3' O.C. FLOWERING BR SOUTH COUNTRY RD., `- BLDG. 7 TYPE D / �� CONTAINER PERENNIAIL t � � , , Tei: 631.286.8668 \. --- i ,• -- 1 2-3 O.C. FLOWERING • . . .. • . ,�� , . w �, �� •, � + / , Rh RUDBECKIA HIRTA BLACK EYED SUSAN #oNTAINER ._ 1 200', "� : ..0. SO SWEET GOLDENROD 2 3 O.C. FLOWERING - O'. O FIN. FLR. / / Q�tp y 50UDAGo ODORA CONTAINER PERENNIAL I Lri _ tD' 1 Ar N 1 Ar z� /. FLOWERING 2+ EL. =, / / / Sno — NOAE-ANGLIAEM NEW ENGLAND ASTER CONTAINER 2-3 O.C. PERENNIAL 7 MP t. - � _'; �• 23.25 . j . ��$ PROPOSED SILT FENCE / , CP — CAREX PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE VINEYARD VIEW 9 MP i (TYPICAL) I CONTAINER GRASS ,. : LIMITS OF CLEARING / / ' 0" Df -_ DESCHAMPSIA � COMMON HAIRGRASS 12 3'-4' O.C. NATIVE NORTH ROAD ( ) CONTAINER GRASS , ; / Q J Pv PANICUM VIRGATUM swRCHGRAss #2 3'-4' D.C. NATIVE TOWN OF SOUTHOLD, N.Y. 11939 3 R h I 0 ; -- GRASS r �} PROPOSED CONSTRUCTION 3' ► ' / {; FENCE (TYPICAL) ` ;. i� G 4 D m . �- , 6 Am 04 BLDG. 5 T1�PE A) 6 So _ . \ 3.0' ,4 / '• � � � � `til- t � � y, Y mf��.. 412 Pv FLR. EL. _ �' 4 Vd r / 5 Rh 10 IgS M ' ' 17 Jv \ 5 Rc 1 Ccconifer \ _l IMF_ R(AL/51ATt DEVELOPMENT,COM1T/6CT100 D MAMASt MIYI A_Ivr 00 9 8 Rh _ r seal y / -- �,„ f.. ^ 1:J y a 4 . ' t �,... 'I G`". '."" _---_ •.,,,_,- !.r `' � ,°~'s. t;e;.;r•, d� ^�, / 12 PV �' ,. wl,' nA'x 2�r n"` - L / l �•..`r• 't! `n,e r' ,1 5 At 12 CP 777 12 Df UJi -� 12 Df Mulched aY. 2.8 +t ulched-�.,Pathwa �M I � � 12 Cp ; I issued date description - - �. 2005 FRESHWATER o / �� / 5 Df WETLANDS BY C.W. 1 7-18-18 2005 WETLANDS DELINEATION v / / \ 2 9-28-18 STREET TREES, RAIN GARDENS BOWMAN, LAND USE ESI„ I--- AFFIRMED BY NYSDEC ^,, U q �� LETTER 6/20/2018 8ADDRESSED PARKING AREA / NTS v 6 Rh "� ��' / \\ 12 Cp 1 76' \ / \ _ _ 4 12-18-18 ADDRESSED 12 17-20$8 U- 4 Am . \ . �--- �� - - COMMENTS I LIMITS OF RAIN 4 Mp ulched , -� E o Pathwa \ \ / 5 1-3-19 ADDRESSED 12-21-2018 o GARDEN / Y / I STORMWATER 5 Lc \ C MM T Oo RETENTION AREA 12 Pv 6 Vd \� 12 Pv \ ` � � \ 6 2-8-19 A DR E TOWN COMMENTS \ \ 7 2-12-19 ADDENDUM#1 / 8 Am 1 Qc 5 Rc 12 Cp ,�j ��,�r�rb, issued date description EA 4 Dm \ / \ 12 Pv 12 Df LIMITS OF 100' SETB CK� (OFFSET) TO WETLAND a / DELINEATION (BY C.W. BOWMAN-LAND USE title i�- / / / / / / INC.)ECOLOGICAL(TYPICAL) SERVICES, \ `� (SOUTH ) LIMITS OF RAIN ' > i / GARDEN / . LANDSCAPE STORMWATER RETENTION AREA \ ! i PLAN PLAN KEY -�, ` ! CL / 2005 WETLAND \ �\ ! 0 40 80 drawn by: LMY / DELINEATION / (BY C.W. BOWMAN - ` !` / Feet checked by: CFD a / LAND USE ECOLOGICAL �� 1 E ° LS1-A LS1-B / / SERVICES, IN� i �\ , ` SCALE: 1" =20' scale: AS NOTED � \ , / - project number. 17106.000 o _7 / °' \ �' � �� ' ..----�""'1► / I --� r-,.---.� .w sheet number THE O / ' RK � ~` �' -"`� ,1./ / _ --- PROHIBITS ANY PERSON CATION LAW F fROMALTERiNG ANYTHITHE STATE OF NEW NG �''` �` '' r`!' SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N O \ \ n (' ? IN THE DRAWINGS AND/OR THE ACCOMPANYING C;to 0 LS 1-C LS 1 �^ Of A LICENSED PROFESSIONAL ENGINEER, WHERE LS 1 D N O / \ +� �"�P--- �`U1 f10I T n SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL —' 1l / / ^� `"— ENGINEER MUST SIGN, SEAL, DATE ,AND DESCRIBE 0) � P:.'n n i na E,.�'-d THE FULL EXTENT OF THE ALTERATION ON THE U_ / DRAWING AND/OR IN THE SPECIFICATION a (NYS ED. LAW SECTION 7209-2) IRRIGATION AREA = 57,680 SQ. FT. OR 7.7% (TOTAL SITE AREA= 748,697 SQ. FT.) LAWN IRRIGATION LEGEND TOTAL LONG-TERM IRRIGATION OF SITE WILL BE LIMITED TO PROPOSED FULL CIRCLE l 15% OF THE LAND AREA OF THE SITE. IRRIGATION HEAD ;JD I Ll An�Y l I / THREE ZONES FOR THREE DAYS OF IRRIGATION WITH EACH ,-�\ PROPOSED HALF CIRCLE ZONE SCHEDULED FOR ONE DAY L--~, IRRIGATION HEAD EAST 1 ZONE FRONT LAWN & VILLAGE SQUARE LAWN AREAS ( ) I \ PROPOSED QUARTER CIRCLE �--__ �•�l 34'20'`E- \ ` - IRRIGATION HEAD I \ o. L ® — J = 20,950 SQ. FT. -,� \�� _ ZONE 1 i PROPOSED ADJUSTABLE. O b•to � I. �\ \�,� '` ,,`':f �` 4 ;/' ---�.. /!12.0' \ . . a. L / - 5D // CIRCLE IRRIGATION HEAD i' N N ry `o</ �'` ! ,'" ,� /`1 _�'` ` _/'`' — N •FND i ZONE 2 (WEST FRONT LAWN AREA) 1300 Walt Whitman Road,Melville,New York , ry / o �,� / df // �F p` j`r / f j j' I � 3'30' = 22,900 SQ. FT. 11747 146, L SEE IRRIGATION DETAILS ON SEPARATE Phone 631 300 1010 ' �.. '�� STORMWA / / ! /' / 5 `' S _ SHEET I N �' ,.i ° <Aa ! t€rv� :x` 4� ZONE 2 ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS AROUND owner/developer: d :I:: . ; >I: N:.. st .. 'r r�'.. :.'.':.'.:•'- j j'` � / i /l %' f ® . PROPOSED PRIVATE WELL CONIFER REALY LLC PARKING AREAS AND AT BUILDINGS) (SEE DETAILED ,,a.� '. .. •. 2..:..,.,.;_ '_••...:• ..•.•:....., 83 E.Main Street.Suite b00, l: I i. .: :.. „� (FOR IRRIGATION ONLY) Rochester, New York 14604 I :� l��r: 'I : p ':::': •. / /j j d, ;,, j,: ,�'` ,off ♦ N IRRIGATION PLANS - SHEETS LS2-A, LS2-B, LS2-C & P o \"/' ♦w• / L LS2-D) ® — '..':;'..;:: .;. '.:. :'; ::':,::,';''•, Site/Civil Consultant TYPICAL SIZE OF IRRIGATION HEADS QUANTITY o ZONE 3 - 13,830 SQ. FT. a '.I .k-,'.�, '!-. .q L,..• ..O BLDG.1(TYPE C) e� '/” j i •, ' moi. ' "'^AT I:•: ::•o;•':';•:.:,;o:•..,,... _.' ;.;::;o, / ,/ , PROPOSED -30 FEET RADIUS 28 SIN.FLR.EL.=23 25' ''•,• C`a �� ,°� ' � ' f� ', '�yyI'' ARLtASW3 Q , r o ., IRRIGATION HEAD rJ, x k :,.•... �� :' ,�. •' ,• ':�•�•�.o:'.;:'•::'::;:••;.::':•;:':� ':•;.:•: :• P/ ,� ,/ jr r ' /' / /' , / NOTE: AN IRRIGATION TIMING PLAN WILL BE IMPLEMENTED FOR THE SITE TO BE IRRIGATED IN PHASES SO THAT i � ,,,r // �♦ �, SECTIONS OF THE SITE ARE TO BE IRRIGATED IN ON PROPOSED -10 FEET RADIUS I -,fir°s !s,.j ' _" ,,r •:. ^- ;,h / d ,W 1 280 J'-s~ :;;:' ,°'� ,i ALTERNATING DAYS AND ENTIRE SITE IS NOT IRRIGATED ALL , r 11"J, A IRRIGATION HEAD L K MCLEAN AS30gATE3, P.C. ' : "' ' ° ✓ / % AT THE SAME TIME. 437 SOUTH COUNTRY RD., LONG ISLAND, L IvON-- DISTURBANCE BUFFER \� d BROOKHAVEN, NEW YORK 11719 Tet: 631.285.8668 r'/r. SEE LANDSCAP •"'•' '�''�•�•' �'"� �;�':. / j E PLANS :�f�;,,N F�' � ° �'` < t. y„-3 - �:' :�,��:� = :�� .��--- � / � �� ,--- ♦� 2005 FRESHWATER PROPOSED SILT FENCE FOR EXISTING TREES <,. :i.'.�: j, >;.: O / //f \ rfc .:�.; d ;z a.,,xv /'' fir' / / � / - �:j�, ,�w <� �,� ,,, y;� ,", il- � � WETLANDS BY C.W. LIMITS OF CLEARING TO REMAIN ,��' �: .a' ; ; Y� ..� 'ti; ;- �<:- �;, r, .,��,,.., �� / � ( ) �_. . �_��:.__-_',�..,�'�' BOWMAN, LAND USE ESI„ -;" AFFIRMED BY NYSDEC .:1 i / \ PROPOSED CONSTRUCTION ", .''� �w��;.; gid✓ y�. ::�"`�''"' ' ,< j /i LETTER 6/20/2018 FENCE VINEYARD VIEW �'' f• _ _.J.l\ ,«.r BLDG,2rrYPE61 o �`, '�/ . `� \ NORTH ROAD ( ^'l' :. 'T �'• ,r3,;'s :-: FIN.FLR,EL,=23.25' j / ! / /� IRRIGATION PLAN NOTES: /'`� TOWN OF SOUTHOLD N.Y. 11939 ZONE 1 / 1. SEE LANDSCAPE PLANS SHEETS rw / c - <. ■ f� 0 / , zo,o �ti• � LS1, LS1 -A, w TY \ O” R v 6 LS D FOR PLANTINGS. r i N w , o O a e., 4 l 2. SEE DRAINAGE & GRADING PLANS is r s / 1 O: o 9' f' f / o SHE ETS D1 D1-A, D1-B, D1 -C & D1, E t .h " sf 'fit d i f> 2 / 4 O ,S / 'Ya..JS mxx ,,.v >ll l LLJ �\ a -V G ��e Mj.w O I � � 1 D D. 1 , o 1 yam/ ti .y f , EE , .s3 3 L %f O r, 4 3. SOIL MOISTURESENSORS WILL BE 0 ` x ( T,„ ,•terra, ,''` & II / ZONE 2 / 'r- ,w z,sw is USED WITH THE IRRIGATION SYSTEM , ter. ➢. ;:. r' r 4' i •1. >.., 0 1 � / .' TO WATER R ONLY WHEN NECESSARY ! Y I 5.�. •„j' N 1' ,rf, BLDG.4 PEA BLDG.3 E B ) 1r' (TYPE 4 i t 2 FIN.FLR. �` RI ., �' DU NG TIMES OF OW SOIL \' f °r rF • FIN.FLR. d i EL._ �i BLDG 6 PE D n' (rY ) J'23.25' / MOISTURE. c2 5 'sr; FIN.FLR r " EL. i /� 4. NO MORE THAN 1 000 GALLONS PERJYconifer*(51 23.25' RM r i` / �r J ',. - - ,"..,.f s:i - 'I:,::: I:: %'`.:: 'c': ,;:'.: .•,M1 ' !'- '"°.¢. ,`' yf” • REAL ESTATE DEYEIOEME NT,CONETRFCiION l YAN A9E EEE NT DAY SHALL BE USED FOR IRRIGATION. ;•gin:: �'` . \ . Sd, (i. 1 i 1 �.W,- 1, „F., ry f: 1` f ,�/ f�i r T� \' s f i' ' �'�� ;1�v=� ooEir� - � 5. THE USE OF NATIVE t� / S A P EE LANDSCAPE PLANS u D"; :r--;=;:- �• DROUGHT-TOLERANTNTS A D wvq.,,. >� PLA N S• x T FOR EXISTING TR '�r�':�:,, EES �': H'�"�'' Q:�: /r of z �; 1 t.t \ / I ...,,,: ..: _ _. . <, : ". � sea f. y i DRIP IRRIGA I I DS APING TO REMAIN r �y �. TON N LAN C IS ;. p e' 3 1 r% <- . t MATCHLINE A � REQUIRED. Q yi {q 1.' •u> T F `I t " } „ . r' l 5 1 s , .� - �:=>�--- / -• �- 6. A SEPARATE WELLS SHALL BE USED - r T � ) y r ( 1 E r y .,.fir ,.✓ <.4 .:%-✓ "N. , /, ✓ C.3. OR ALL IRRIGATION REDUCE THE a� -• - - .. , s , .,., ..>,., „ .,. ..EPSP ..,,.. „ " ".. ., .".. ✓+:, t 10 TO � 4, f / , A, t P/ �r N c r'f< f. COMMU rfY BLDG. f „.r J / -r ter. 1 / i _ USE OF W 3 'l ATER FROM THE SUFFOLK FIN.FLR.EL.-2 G-r 9.0 .n r✓ r° o ! sJ ` r f - "? ✓ / ✓i S _ N W , 2 /' COUNTY WATER A TH RITY SYSTEM. M. .A '.. E U 0 S SSE d �"" gA�. DG E D s 3 frYP > ;r i C• t .�. 1 i " > / r 1• r „ .: I .FLR. / � •2 P. 6 O H r� F FY / a< L O. E y f r.'. - P r u ✓ o v `r - d r` iCGh.- J RBE'LffiTLC�A 23.25' f r FSIE / RffiN — 'RA, d' \ i N wttL u G' td% / G A A R r i R• � N >g' T / O OR M �'l R M 6A i' C d '�-. ,. r)'. _ Ca .A AREA• 4 ± z' ,• r` , ✓°P /` s � ,% / / issued date description N :$: / x i - - N / / 1 7 19 18 2005 WETLANDS DELINEATION r BLDG.5(TYPE Al „ae -. "'x`x / 0 , d / , / �: — ✓ FIN.FLR.EL.-25.15' to- 2 10-1-18 STREET TREES RAIN GARDENS J "ji 2 f / � P ,✓ 6 / 8,PARKING AREAS / a / / /a / a r ,+ r / O / F ` � 12-7-18ADDRESSED 10-2-2018 ZONE I r f { i r' 3 V f„ / r/ r j� I.' i o j� r° 1 .,✓ COMMENTS I d P.. / / / r - 12-17-2018 4 12 18 18 ADDRESSED LL A 3 / Li / r� ,y t ry, j COMMENTS i CO E ,✓' •- ' �'^ 0 � , / I� - -19 ADDRESSED T WN COMMENTS / 5 1 3O 2-8-19 6�— , SlORMWAT£R.- "..,✓ r C ' � 6 ADDRESSED TOWN COMMENTS / / /� i /' �� oQ /' /,� / -26.0 - .. E7ENr10NAREq ' O / .� j` / / /' / O # Q. O /M / �`� 8 2-12-19 ADDENDUM#1 o� 1 d ►� ',I 'j issued date description cn �p � j'///f ; ,' � ,../J ! ' ✓ °'/ �' � / i ” i=' ,`ti"', j` // /`' ,C f j'`�" ,' `,,, j` / / / / j ,r/ / / //� / r / / j / `* j' // / j m j / �� /• R j`✓ j, // 4�/ i j` / / j j ,° / /j / 3 / aa j' / ,` / � 24, /W / /' / , o' '"` / AtNc3Ad `:N.r ' / / '1� ,° / j f / •,`'++�<j i r'/ \ , j�` '' /' / '/ 001 /` ti / �. , ..' . : . / ,' / UJ / ''�/ / � � jam'f °`�� ' ' , X," ' � ; "�► i� / ' ,,�' ,/ � / Ada , / �, l / r ;, i/ LIfy1�TS F b0 �T AC // ; / / y / ?,• y ( FSE T WE ND ✓`/ ,i` / f. % .'` , '/ / ` B t PU— D 'S E .N i I I �' I / / j /�.- --G \.J // ' COL ICS, S RVI E`S, / / < f ' "■ / , OF � � l i •p �'`� / � APPROVED BY title \, qty / / J �;/ s ,/ / .� O / I /,°� ✓� j'' ,� / / -- / PLANNING F AU) \tip �� / ,� / �' IRRIGATION ,gyp, /o / ,/� / �''' / ,'�� / _ / i / // , j / / TOWN OF Smow - �"�- � \� � /✓'` ,,o' / � ,✓` r �\.' �/ 18.p j'�r'`� r" ' , �/ , / '�" ,. _ `' ' DATE PLAN %V 14 CIIi \ ,� /' f j fir/ i 1 / '." / ' ,''' / �e°`-----•q�° --� } \/✓ / / 3 \ / \ / / ; • 2 l8 d / PLAN KEY : ,� !�,/ ' / , ! °� '_ ,�' ` fj jy� • / X / /' ' % / 0 100 200 drawn by: LMY / f ' l 564-s�� — ' r ' ,d% / ,°� / �Q ` �1 —= '` , ' + Feet , checked by: CFD Q. �"O'a'f � %�/ / •� I � \ , .� r-�' / E a LS2-B \ \ � III — SCALE: 1 =50 scale: AS NOTED LS2-A /, 0 0 \ \ (,� � r project number: 17106.000 I � ' \ - t'. � sheet number • .- O THE EDUCATION LAW OF THE STATE OF NEW YORK N 0 F�� J L�,J -� 1 PROHIBITS PERSON FROM1 ANYTHING O I IN THE DRAWINGS AND/OR THE ACCOMPANYING N 0 LS2-Cj LS2 SUCH ALTERATIONS ARE MADE,S ITS NDER THE THE PROFESSIONAL LS2 O ` CUt 7013 TC'un OF A LICENSED PROFESSIONAL ENGINEER, WHERE .D THE FULL EXTENTSIGN, OF THE ALDATE TERAl1ON ON THE Punning B :-d li DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) LAWN IRRIGATION LEGEND 0SYV,06A f PROPOSED FULL CIRCLE-ro , M' STO IA 7"ER.-RE-7 -r '17 0 IRRIGATION HEAD�SW4 PROPOSED HALF CIRCLE/A IRRIGATION HEAD 10,0/WETLAND UFFER LIMITS' rN CIRCLE IRRIGATION HEAD i 0W Lie ITS_OF ETBACK/`_r -0 f/(6FFSE TI WETLAN D,IZONE 3 CIRCLE IRRIGATION HEAD DELINEAT�W qY C.W./0 BOWMA/N`-LAN 3�1�ECOLOGI(- IDt CES, 1300 Wait Whitman Road, Melville,New York AL SE 6 ING'� (TYPICAL,�/ (SEE IRRIGATION DETAILS ON SEPARATE 11747 Phone 631 300 1 01 0 0 CN-4 SHEE7) : PROPOSED PRIVATE WELL UJIV I CONIFER REALY LLC (FOR IRRIGATION ONLY) 83 E.Main Street,Suite 600, I W :1 Rochester,New York 14604 ARD''G- EN BLDG. 1 (TYPE C)Z:i FOR,MWA7.ER Site/civil Consultant TYPICAL SIZE OF IRRIGATION HEADS .0 I W.: E�TEN7-1.6 FIN. FLR. EL. 23.25'..AREA' ADIUS SW3 . . . . . . . . . . . IRRIGATION HEAD Z21 PROPOSED —10 FEET RADIUS <: IRRIGATION HEAD L K MCLEAN ASSOCIATES, P.C. LONG ISLAND, NY F7—;7 NON— DISTURBANCE BUFFER BROOKHAVEN, NEW YORK 11719 0 Tel: 631.286.8668 B APPROVED BY PLANNING BOARD Ila VI RAIN ILD G DEN ST W ER TOWN OF SOUTHO R EN ARE�ET VINEYARD VIEW DATE 1'2- 2-01 (k NORTH ROAD FF> IILANDBA TOWN OF SOUTHOLD, N.Y. I 1 939 III 7 JRAN S:�- WETLANDS BY CX 0 FOR EXISTING TREES E2 T 0 REMAIN BOWMAN, LAND USE ESI,, 100 ZONE 1 L r LU (TYPICAL) j 11 VILLAGE SQUARE (LI M ITS F C LEARIN L LAWN AREAS)ZONE 1 REAL ESTATE ISIVELOPMENT.CONSTRUCTION MANAGEMENT C 0 n f e A (0 PROPO CONST ZONE 2 (WEST FRONT LAWN SE RUC-f/ION FENC�E�TYPICA AREA) L) seal �K 'L 10 2 BLDG. 2 (TYPE B)FIN. FLR. EL. 23.25' ZONE 3 N 4\1 (DRIP IRRIGATIO C3 ' AT ALL PLANTING BEDS BENCH L C ZONE 3 AN D AT B UILDINGS) IL (SEE IRRIGATION PLAN II0 issued date description .0 100' WETLA�D BUFFER L/IMITS 1 7-19-18 2005 WETLANDS DELINEATION FOOT AREAS) -1-18 STREET TREES, RAIN GARDENS 2 10 "TRASH,RECE7ACLE (TYP IRRIGATION PLAN NOTES: &PARKING AREAS ZONE 3 LLI 3 12-7-18 ADDRESSED 10-2-2018 -18-18 ADDRESSED 12-17-2018 COMMENTS 12 4 . . . . . . . . . .N Y,'f . . . . . . . . . . COMMENTS SSED TOWN COMMENTS 19 ADDRE I0 LS1 , LS1-A, LS1-B, LS1 -C & 5 1-3- LS1 —D FOR PLANTINGS. 6 0 2-&19 ADDRESSED TOWN COMMENTS I2. SEE DRAINAGE & GRADING PLANS -12-19 ADDENDLIM#11 0 2—A, D1 —B, D1—C & 0 n D1 —D. issued date description PLAY z IT SHEETS D1 , D1 (6 (24 I3. SOIL MOISTURE SENSORS WILL BE co USED WITH THE IRRIGATION SYSTEM, 0 AREA DURING TIMES OF LOW SOIL MOISTURE. .17 U a 4. NO MORE THAN 1 000 GALLONS PER C R IRRIGATION. 0 0 , 5. THE USE OF NATIVE, .,VILLAGE QUAR E DRIP IRRIGATION IN LANDSCAPING IS -71 I3 (TYP REQUIRED. C IBLDG I6. A SEPARATE WELL(S) SHALL BE USED IFIN. IF FOR ALL IRRIGATION TO REDUCE THE title 10, ( NORTH ) '7� 'S SYSTEM. .25'FOR EXISTING TREES IRRIGATION> '7/TO REMAIN I . ............IIT PLAN .4 V C t 4 I7Q PLAN KEY V drawn by: LMY checked by: CFD (D ic: AS NOTED CL scale:0 E 0- LS2-A LS2-B 0 40 80 -7-- project number: 17106.000 0 Feet r7 (D e . .... THE EDUCATION LAW OF THE STATE OF NEW YORK ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING 0) —7 I ,—'\ �7 . . �\, - 7-7 '� ::, 0, : ,� ,, �, 51, , , '7,- E 2 00 SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE PRIVATE MATC H Ll N E A-A LO( SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 0 LS2-A ci t6 THE FULL EXTENT OF THE ALTERATION ON THE C14 ENGINEER MUST SIGN. SEAL DATE AND DESCRIBE ILS2-C LS2 IRRIGAII01N VINLT)IA It A I or, DRAWING AND/OR IN THE SPECIFICATION I (NYS ED. LAW SECTION 7209-2) '(r /// 061 ,.''(rb. /'r ♦ , IRRIGATION LEGEND ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS J AROUND PARKING AREAS r ♦ ZONE 3 AND AT BUILDINGS) a , 1 I ♦ (SEE IRRIGATION PLAN - ---. SHEET LS2 FOR SQUARE �.0 \ \ FOOT AREAS) •o \ y �; 1300 Walt Whitman Road,Melville,New York ,,�'` / € NON— DISTURBANCE BUFFER 11747 Phone 631 300 1010 owner/developer: / — CONIFER REALY LLC A 83 E.Main Street,Suite 600, IRRIGATION PLAN NOTES: Rochester,New York 14604 C�) 1 . SEE LANDSCAPE PLANS — SHEETS Site/Civil Consultant LS 1, LS 1 —A, LS 1 —B, LS 1—C & f/ '` / / of�`, �' ,/ ; ♦� \ LS1 D FOR PLANTINGS. — 2. SEE DRAINAGE & GRADING PLANS SHEETS D1, D1 —A, D1—B, D1 —C & / D1 —D. �/ ✓'� J/ /.r. , �` ,r ✓'/ / \ 3. SOIL MOISTURE SENSORS WILL BE f' �' \ / / r ,/ ♦ \ USED WITH THE IRRIGATION SYSTEM, '� ,% , `� ' / i'f ,' ♦ \ TO WATER ONLY WHEN NECESSARY L K McLEAN ASSOCIATES, P.C. DURING TIMES OF LOW SOIL LONG ISLAND, • f ,✓ , y ,r / �' O I � \ 437 SOUTH COUNTRY RD., \ MOISTURE. Tel: 631.286.8668 YORK 11719 2005 FRESHWATER 4. NO MORE THAN 1 000 GALLONS PER ,, /� / y% ✓` J \ \ WETLANDS BY C.W. DAY SHALL BE USED FOR IRRIGATION. BOWMAN, LAND USE ESI, AFFIRM Y ' 5. THE USE OF NATIVE, J, ,' , -' � f ♦ �� \ ED Y B N SDEC LETTER 6/20/2018 DROUGHT—TOLERANT PLANTS AND o DRIP IRRIGATION IN LANDSCAPING IS VINEYARD VIEW i f pp ,�' / //� REQUIRED. NORTH ROAD �, \ /� �+ 6. A SEPARATE WELL(S) SHALL BE USED TOWN OF SOUTHOLD, N.Y. 11939 W FOR ALL IRRIGATION TO REDUCE THE / � / ♦ �i \ USE OF WATER FROM THE SUFFOLK Yz \ — l — / ---, ;r ♦ S� �� \ \ COUNTY WATER AUTHORITY'S SYSTEM. coninfer*(R • I � �s— \ \ \ / "M1 ",gym dnA '. .a�r.,,N"a D VIAL FFTAIR OFVFLO%MFNT,CONSTRUCTION►MANAiFMFNT P ✓ / __ \ \ �, seal PROPERTY,LINE (TYP.) o / /, --'' LIMIT OF 1 IIN ID ��' / G DEN issued date description o, TS i' / /S'TORMWATER,.%C /� \ ` •` ¢ O / - RETENTION/AREA �` \;' / \ \ \ 1 7-19-18 2005 WETLANDS DELINEATION ZONE 3 0 `L`L '2 a \/ �./ \ f / 2 12-7-18 ADDRESSED 10-2-2018 U �E 3 3 12-18-18 ADDRESSED 12-17-2018 COMMENTS �' 4 1-3-19 ADDRESSED TOWN COMMENTS DUMPSTER , �/ 5 2-8-19 ADDRESSED TOWN COMMENTS o _ N / \�' p / PAD �.�qRc'. . ' /`/ ,/ \ \ �� / \ \ 8. 2-12-19 ADDENDUM#1 TRANS. ZONE 3 o FORME ' r ` '1 ' •. ' . - • . • .PAD APPROVED13Yn r �' e I�1 / \ �' um/ITS OF 1x0"0' SETSAC ,•` ` \ issued date description �; \ PLANNING BOARD f.x<:- OFFSET) /T'0 WETLANDS c - `,. \ '3 ,,tF:`" _ DELIN ON Nl (BY TOWN OF SOUTHOLD n _ r.. BOW N LAND �EY� i - e EC LOGICAL S AVICES / IgoDATE atew"n�,ta'e, J S� C t i / F�/dav-NSZ,. U ;s / v r'1<' o, i Y ! O N _ •t / / .re1r t` i r: r , , V e g.• gfn gid: r C G. 4 TYPE A ,A 3 f / :':s,Y,$n r,iusS; ' 'ut/'.r <.'?•%µ,z`✓:< ,s ,f 'sa fi 6w;,_ gg . .,:.'..: rig,' . : • PROPOSED SILT F`E CE C"F si FIN. FLR. 5M y„ e t � TYP`I A C L /. , ,>x` OMITS OF CLEARING e i.. ::�: �,:- >;�>� 5• DG. PED � � � ��" ) / 23.25 , ( EAST)r > ` + Aiyq 'r - F y i •mak Ia: L. NIRRIGATION SE STRUCT O ' % r T ,nom, 3.25 R N TYP A v., /e s V N y,F > x=X r 7 b O , PLAN e N Y '•e s •o _ A / f .n r/ d / , f1 ti SW10 / ,. V O' r / PLAN KEY r "a j i4 e / i, 0. <!y's a. , ✓ r . K w 0 40 80 6 -1 ate;" i I ,T.t N:..:..-" : h",. ' .•. �;`� �✓ \ drawn b c LMY l' Y� , r' r Feet ke " chec by: CFD / ,y o i' , , 7 ' Ea L 2 b .1 1 INOTED /� 2 r> .� SCALE• 1 r' S L B -20 , l >. / IN U1 a ,r. i' FRA IMI >S� 0 I .. _, .. /, c.,,, , •-- F.,.,.✓: ,.,:,. r. �' �/ ; '; � project number. 17 o � '--' 106.000 ,x ;, i�" � N � I I C CL ,., r .; % G RD E x : �. MWATE r: v; ./ ^ n REA .• NTI a� E F. ET ' R I ✓z , TOE OF . dy , n sheet number SWALE r , O Za 'i a a. 9. .rr. / ,.., .,,,^,...,..:' , .Y. .,x..r. ,'. r„ 5,4 n"~ �"y^n',•.;'i.e.:.;..a%%.«,:,/.:'"eni" • ! p 00 THE EDUCATION LAW OF THE STATE OF NEW YORK .0 nr L 2 ydr ,./ f . ..r n y'r „ n t f., -F " v� ..1 P / / ✓ PROH BITS ANY PERSON FROM ALTERING ANYTHING H I GNO IN THDRAWINGS AND/OR THE ACCOM NG SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION LD3 N AtD MATCHLINEAPARKIO ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE ALTERATIONS NSARE MADE, PROFESSIONAL L THE FULL EXTENT OF CN THE ALTERATION ON THE 0F A LICENSED PROFESSIONAL ENGINEER, WHERE LS2 C r ';a}iG.wniY<S:S[us&Aki.:m..,iaCr"i6,Y,.LG,iia.,rn" ...mane. a/N ll I ' dJl / � / � .<' / / DRAWING ANO/OR IN THE SPECIFICATIONas / / (NYS ED. LAW SECTION 7209-2) r- ' \"_" '. 1 I\ — I � w,.Y .s.. .awu`,,f3,, :xf - n / . ,\• -r .�"\ f.,,.. ... g,. - - ,d. I 1 ; ^ � r yy... r • „> r fW(C lA /•., \\'per .•/ 1_ /•— • ./ A , yrws, r Yb: `O fa.3 ' AW TION LEGEND" -TMATCHLINE PROPOSED FULL CIRCLE i / • 9 , � -. IRRIGATION HEAD .> ✓ p .. .: ., .. ..r r./. z +kr-+.'...-pry,,. " »a / <, r� t, v CIRC , ,s PROPOSED HALF LE f, L PLORIVA E WELL . s 7 rryy,'x MA`4 esv:f: "yyr:4 IRRIGATION HEAD D i>/ PROPOSED QUARTER TER CI RCLE g� Y CATIONON FOR ION ONLY) r�- I \ \ r�r , L � a . a§ a . i r n , IRRIGATION HEA CDM BLDG. � PROPOSED ADJUSTABLE.STABLE.FIN. FLR. EL. 29 _ - , CIRCLE IRRIGATION HEAD t r. ,r t.. J Fr .' r, ' ` 1300 Walt Whitman Road, aIv'11e,New Yorkrk LIMITS E TY LINE TYP. 11747GARDEN h' ?i p: - n y} .L 4 . . ,n. 1 / �. 1 } 3 Phone 631 300 1010(SEE DETAILS 0N SEPARATE I -I 4 6 AREA � A R - EN TIO N - ;ET 1' 1 R , ,. _ j owner/developer: �` I SHEET) CONIFER REALY LLC , " u TOE OF SWALE ;_ FORMER ' ;-� " " TI I '' - PROPOSED PRIVATE WELL 83 E.Main Street,Suite 600, IN. I - - Gq �-1310 ITA / , N G I' FOR IRRIGATION ON Y R� �k�f� PAD _ �� 'x-11 ARD `� ( L ) Rochester,New York 14604 aRMW ,. _.x- x ' - sJ S. ORMVti EIV_/.I - _ -+Y,. :• - - � * Site/Civil Consultant 10N AR RE' ATER k;�;; r � ATTR `I ,�� :�- z EA \ 1-i z..,," c / `L .:. : . . SI/�/ a �._' � ' SW7` I TYPICAL SIZE OF IRRIGATION HEADS PROPOSED —30 FEET RADIUS IRRIGATION HEAD 7 . LIMITS OF L K McLEAN ASSOCIATESP.C. r ,fi PROPOSED N10 FEET RADIUS E BIO-SWQLE / ( , STORMWATER ' '/ '` �• `. R RETENTION AREA r/ •'' �;. IRRIGATION HEAD LONG ISLAND, NY 437 SOUTH COUNTRY RD., , / .r BROOKHAVEN. NEW YORK 11719 4 ZONE 2 ' {"f l r 1 ZONE 3 LIM/iT•5 OF RAI Tel: 631.286.8668 GARDEN . '• . , , .. , . , r°� °� / ,, / ,�' ,. \ �" ,, ' STORMWATER _` � ,� , . /RETENTIONAEA 1 ' N ,/ '`r / ', �., • AFfr/ ,4 :� r Ul Rl � ZONE 2 (WEST FRONT LAWN PRQ OS ED SIL T° FENCE N /,✓ VINEYARD VIEW (TYPICAL) LIMITS F 100 SETBACK .% ;' AREA) '(LIMITS OF'r`CLEARING /' / ! „/` •/ (00SET) TO ETLAND r,/F' f L J NORTH ROAD AELINEATI 5t1 (BY C.W. ' r TOWN OF SOUTHOLD, N.Y. 11939 ii% \ ,-r• �.. ZONE 2 `" BOWMAN-LLA USE/' ' f` _ _ PROPOSEn CONSTRUCTION `'` /' ,'� r/ / � ,r'' ECOLQCICAL SERy4CES, > � f' ,o FENCFA(TYPICAL) INC,.)`f(TYPICAL/' /� ' , r , {..- r , ZONE 3 (DRIP IRRIGATION N ' r,�r ,r� / /f r ,✓'\ \/fir _f ,`` ', AT ALL PLANTING BEDS /T j., / /' / r' ;R' r / �,; ,r \ /`r ` L — — AROUND PARKING AREAS `r —26b— -- ZONE 3 AND AT BUILDINGS) I I p / o, �` / / '' rf r'rF ' / ;'' / ,/✓ /'' ' ,/'� <,= t (SEE IRRIGATION PLAN SHEET LS2 FOR SQUARE I ►� l / �� / .. /.� r` ✓' / ,' FOOT AREAS) j I NON— DISTURBANCE BUFFER consferEl- /A i , /f / / Ill ESTATE DEVELOPMENT,CONSTRUCTION A,MANAGEMENT 29 5 FRESH TER ETLANDS C.W. / ` � � �' IRRIGATION PLAN NOTES; y" BOWMAN, ND USE SI„� seal AFFIRM fi BY NYS IEC , r� , /� 24.0 6/20/2 1 ' 1. SEE LANDSCAPE PLANS - SHEETS LETT R 8 ,/' / ,/ r' LS 1 , LS 1 —A, LS 1 -B, LS 1_C & ">+ LS1 -D FOR PLANTINGS. 2. SEE DRAINAGE & GRADING PLANS SHEETS D1 , D1 -A, D1-B, D1 -C / / ✓l ,i EL01 ,✓ ` 3. SOIL MOISTURE SENSORS WILL BE I I / / , / �` m / USED WITH THE IRRIGATION SYSTEM, :41 TO WATER ONLY WHEN NECESSARY ,/ /j / issued date description l m DURING TIMES OF LOW SOIL • ' / /° i \, / / 1 7-19-18 2005 WETLANDS DELINEATION /W MOISTURE. s' .� 4NO MORE THAN 1 000 GALLONS PER 2 10-1-18 STREET TREES,RAIN GARDENS / / z DAY SH &PARKING AREAS /,/`` ALL BE USED FOR IRRIGATION. 3 12-7-18 ADDRESSED 10-2-2018 I , f, � _! 5. THE USE OF NATIVE, 4 12-18-18 ADDRESSED 12-17-2018 o > \ > / %� DROUGHT—TOLERANT PLANTS AND COMMENTS of '/ O � I � �, � / ,.• � � >t� � DRIP IRRIGATION IN LANDSCAPING IS 5 1-3-19 ADDRESSED TOWN COMMENTS O / / /` \ f" /% / /� F' ,'` /' / �-/ REQUIRED. 6 2-8-19 ADDRESSED TOWN COMMENTS o Cr I I ' / / \/' r' %� / ' /� ' 6. A SEPARATE WELL(S) s 2-12-19 ADDENDUM#t r , ! / ,�'' ,` .: , L(S) SHALL BE USED FOR ALL IRRIGATION TO REDUCE THE issued date descripfiion sr USE OF WATER FROM THE SUFFOLK COUNTY WATER AUTHORITY S SYSTEM. +' I !� / r' f ✓/ / f LE In � � � f,l \ s' r,. ✓/ 1\ � \ fr' -/��<'' �f/` / � ,/'x //'f ,/'/ / r,/rr . y O �y I Q / / / / '^ �� f' PROPERTY LINE TVP. / / / 'r / ,� i ' title D o \,''/ \ p f ,/ \ \ ,' �' ( ) , / ;'" /'- ,i ,,� ,r` ,1' z ;;�t (WEST) o VIRRIGATION 0 ;rJ PLAN 41 PLAN KEY f ,f I -- 0 40 80 drawn by: LMY Feet checked by, CFD a LS2-A LS2-E3 \ \ ' / \ I SCALE: I' =201 scale: AS NOTED -f �' �' /�'` /f / l O o '\ '� �, project number: 17106.000 o sheet number N 00 / / ` / THE EDUCATION LAW OF THE STATE NEW YORK O '`` I IN OHIBITS THE DRANY SERSON AND/OR THEFROM ALTERIN AC+COMPANYI GN ANYTHING /�` SPECIFICATIONS, UNLESS rrS UNDER THE DIRECTION N O LS2—C / r - — OF A UCENSED PROFESSIONAL ENGINEER, WHERE LS2 } �Id LS2-C r f ..lE % / ry / / / FI j 1 n lc,-rd '^ SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL �j�\` /�J 1� . .--..____... DRAWING AND/OR MUST SIGN, TH SPECIFICATION ATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE LL. 1.2 % (NYS ED. LAW SECTION 7209—Z) / k. !, ,•,£:' ria n;% e,%:�;;, •:Pi:', Ili �w F ' „s r6T/1011W ATTR fd ' CARDENra 'A , > H Kt af "a.R,3•.'u.-,' , ,v ..,aaa,<i�s,W,•44nf„rn.�,".3'�`;aawk:,+., ==t„'...,>B•.. ir�{2 a , x<: ' la,< T r�xs i.,,>,.^g.• ko-a ,,""'S• ';a•.,r , .t Mfi�t1ns:;".s' .b.a ` -; a„ Krr' fir,r"rjr' y:b r fyr>tl3 4 R Y r"s f1ti?a >; ,t ih %am Fw: - �s 5r:fs ,•fr .,". >, p' ! ✓ ✓ /rr / / /f Y1� / r, f f,Jr F� / 8! f I"I F f d ,,✓f r ! " d rA/ ,A f fd'Jl !d P= /F AI' 'it##fit NON DISTURBANCE RB AN CE B UFF ERTo E OF MATA-AHLINE SWALE DDD TM- G. 7E DBLD 81330 E0.Walt lit Whitman 3f R o(�a6 d00I M e.Flv' 'Ii t lo: Neweb' York 11747 Phone6313o0 1010INFLR. owner/developer: CONIFER REALY LLC23.2 IRRIGATION PLAN NOTES: anSreet u e ochester,New York 14604 1 . SEE LANDSCAPE PLANS SHEETS N � LS1 , LS1 —A, LS1—B, —C & Site/Civil Consultant — BL , a.*'• :§Y <~>_ srrefia,,l' r.y./ ✓ 0 f� ' � , + �'' ' ✓" ` ! ! D FOR R PL ANTIN GS.L 1 2. SEE DRAINAGE & GRADING P LA NS SHEETS D D1 —B, D1 —C SOIL MOISTURE SENSORS WILL BED 5 TYPE A 3 USED WITH THE IRRIGATION SYSTEM,M TO WATER ONLY WHEN NECESSARYFIN. LEL. 25.15 & L K Md.M Assocw �s P.C.DURING TIMES OF LOW SOIL LONG ISLAND, NY G <,,f�:;t..�l:N;'rit-.=•..;.,�y>.h.�y,,:, ,f.<�y�,a";e.t,,r`,• ;-,..<i_�.,.�R3�.`.•.�'E.f.,.;�.,:Je.r:,'/'.:,is>Fa�..'„:,/;„,'`.;�;: i✓=a,„.y::,,3 f:,:��":,.:,;,<',z.. r3 r ,"<,;,/;C�'IS''AI.\IN•r,i°t �% /. . ,� °:; . N j�f /i�✓jJ\s'/ , / d / -- ✓ 7/ J ..—..-/--,i..'�/-✓ • . , / jEr f!J /'l,•/ ✓r ✓ MOISTURE. , 437 SOUTH �C a OUN T yR Y RD.,PROPOS T( r SILT FENCE NO MORE THAN 1 000 GALLONS E BROOKHAVEN NEW YORK 11719 Tel: 631 286.8668 . TYPIC �fNDAY SHALL BE USED FOR IRRIGATION.(LIM'ITS OF CLEA OF S. THE USE OF NATIVE, "7"! SWALE DROUGHT—TOLERANT PLANTS AND IPROP 'QED CONUCTION REQUIRED.DRIP IRRIGATION IN LANDSCAPING IS FEN TYPICAVINEYARD VIEW �� 6. A SEPARATE WELL(S) SHALL BE USED FOR ALL IRRIGATION TOREDUCE THE [ NORTH ROAD TOWN OF SOUTHOL N . Y. y1T 1939 USE OF WATER FROM THE SUFFOLKO COUNTY WATER AUTHORITY'S SYSTEM.RA IN A 16.o WAT ENR TTSON AREA _ 2005 FRESH ATER AWETLANDS,/6Y CSEBOYV1ALAN /USE AFFIRMED/dT NYSD LETTE� 6/20/ 18 conifer( tFAt 4ttAiE DEYlIOfMENT,CONSTRUCTION&NANA B[MENt AINLIMITS OFGAP6EN ZONE 3 RMWATER RETENTION ARERAIN sealN./RA C) ON AREA EL CID .0 Lli Issued date description , /005 FRSSNWATER 1 7-19-18 2005 WETLANDS DELINEATION WETLANYBY C.W.= BOWM1� E ESI2 12-7-18 ADDRESSED 10-2- I' ��'/�I—jI'�/ /✓' /,�✓!'/'///,,''.`/�!/,'jj,�j'/I / C�/.\'/-/��//f!'°!',✓/j/�� s/;�.�/'—I�`I'/—,/.—'-/',*—�'—`j�,^:. ,�i/'/J j,'//!!�/ /j✓/ ,jj',�/ �''/!� //f/✓.�/�';\'' � j ///''� 'f''/,%/„/,j�/�`'/\/'//!�//'”,%//_',✓ �,,jf'` j�jrj,✓,\',`/ j/'/\' ✓�jjj-\'�`am/ ,O/lX,,'\'�"`/jf` jD�,',,/'';`,✓i\'�/'/'y .F \//j/,✓r,/'_'j/`'��°',/\ ,\✓,;sdr/,',"f�,✓� ''/!!' ,,./�'✓,',r,✓/`✓f/�'/, // ,r�-,�„',�'�'_'-�//--J-,✓te'ej"',�`�/ ` R 201 8i FF) MED BY COMMENTS ) AADDRESSED 12-17-2018 LfTER 6/20,2018 COMMENTSU i 4 1-3-19 ADDRESSED TOWN COM MENT S 5 2-8-19 ADDRESSED TOWN COMMENTS / -12-19 ADDENDUM#1O & 2 LIMITS°"OF RAINOGARDEN r` STORMWATER issued date descriptionAPP �OVED BY — �ETENTION AREA LIMIOF 100jSETBACK \ PLANNING BOAD FFSET) TP WETLANDv TOW N O' SOUTHOLD DELINEA�ON (BY C BOWM —LANDCECOLOGICAL SE VES, DATEo 112,11 20 Ill LLC 1z —1 PORI title L'- oll (SOUTH ) IRRIGATION 0 PLAN 0) PLAN KEY / 0/ 40 80 � Feet drawn by: LMY PROPERTY LINE (TYP.) checked by: CFD SCALE: 1” =20' p -t Y a0` 4 scale: AS NOTED71 7 project number17106.000 CS 6- sheet number THE EDUCATION LAW OF THE STATE OF NEW YORK NOO ` ' PROHIBITS ANY PERSON FROM ALTERING ANYTHING k (i tv;' IN THE DRAWINGS AND/OR THE ACCOMPANYING F_P SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION - LS2- :3�1'�k_lu 70 ,r OF A LICENSED PROFESSIONAL ENGINEER, WHERE! CN 6 LS2C SUCH ALTERATIONS ARE MADE THE PROFESSIONAL LS2-D kfl, Ln-:-d ENGINEER MUST SIGN. SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Lt. DRAWING AND/OR IN THE SPECIFICATION d (NYS ED. LAW SECTION 7209-2) IRRIGATION PUMP DETAIL NOTES- 18-24 18-24" COILED WIRE 1 . THE WELLS SHALL INCLUDE A METER 1-1/4" D1AM. WELL CAP ( � BLACK POLYPIPE ELECTRIC TO WELL PUMP WATERPROOF CONNECTORS (2) TO MONITOR THE USE OF WATER FOR NSF 100 PSI frG-RRMEW, MTO BE SLOPED AWAY FROM WELL IRRIGATION . A REPORT 0 F THE ' �. REMOTE CONTROL VALVE MODEL 'f W r e DISCHARGE PE ICV—XXXG ACCO—SYNC—ADJ NUMBER OF GALLONS OF WATER WATER TABLE 8, PITLESS CLAY / SAND USED EACH MONTH FOR IRRIGATION 1300 Walt Whitman Road, Melville,New York ADAPTER FINISH GRADE MUST BE SENT ANNUALLY TO THE 11747Phone 31300101D 4" DIA. PVC WELL CASING PLANNING BOARD. owner/developer: CHECK STANDARD VALVE BoxRREALYLLC VALVE 2. THE PUMP FOR THE WELL83E. S) SHALL M 83 E.Main Street,Suite 600, 40' NOT CREATE NOISE THAT MEASURES Rochester, New York 14604 60' +�- MORE THAN 50DB AT THE NEAREST Site/Civil Consultant GRAVEL PACK yr.� .,., SCH 80 T.O.E. NIPPLE MORRIE GRAVEL MAIN LINE PIPE & FITTINGS RESIDENTIAL STRUCTURE. IF 3" DIA. X 20' 304 STAINLESS STEEL SCREEN 3. THE PUMP FOR THE WELL(S) SHALL If-filSUBMERSIBLE PUMP MODEL# NOT CREATE NOISE THAT MEASURES 7GS05R AS MANUFACTURED BY BRICK SUPPORTS (4) COULD WATER TECHNOLOGY OR APPROVED EQUAL. 3/4 MINUS WASHED GRAVEL MORE THAN 5 0 D B AT THE NEAREST L K McLEAN ASSOCIATES, P.C. ISLAND. NY RESIDENTIAL STRUCTURE. 437GSOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 11719 Tel: 631.286.8668 PROPOSED WELL DETAIL PVC SLIP UNIONS N.T.S. fflTaflaf IRRIGATION DETAIL VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 1 . 82 PROPOSED VALVE BOX MODEL# VB-STD AS MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. conifer;a lIAL ISTAT[0SYSL0IM1NT.CONSTIICTION M MANAOEN[NT 1 . 08 TO PROPOSED •-- FROM WATER SERVICE ---► IRRIGATION �r--- ® SYSTEM seal 1 . 38 PROPOSED 1"0 100 PSI NSF v PROPOSED 1TPOLYETHYLENE PIPET 100 PSI NSFo 0. 40 � .. PROPOSED DOUBLE CHECK VALVE 0. 45 PPE POLYETHYLENE o MODEL #LF007 QT AS 177 11 IM I q C MANUFACTURED BY WATTS OR o APPROVED EQUAL issued date description °v+ 1 12-7-18 ADDRESSED 10-2-2018 COMMEN til 2 1-3-19 COMMEND 12-21-2018 TYPICAL DOUBLE CHECK VALVE DETAIL N.T.S. IJ0 I 0 O O t� O MP ROTATOR issued date description r 3 10" MIN. CLEARANCE a FINISH GRADE FOR DOOR OPENING 0 U E! o aE3 � i co L'- HUNTER PRO—C CONTROLLER C MODEL PROS-04—PRS40—CV C a� 7 0 title U) IRRIGATION v SCH 80 NIPPLE / CONTROL WIRE IN ELECTRICAL DETAILS - CONDUIT AS PER NEC CODE co " PVC STREET ELLS (3) v a� 3 LATERAL TEE OR ELL a� v v ' LATERAL PIPE ELECTRICAL SUPPLY CONDUIT. drawn by: CONNECT TO POWER SOURCE. J BOX INSIDE CONTROLLER. checked by: CFD o ' m r' a"r - scale: AS NOTED E CLL -� APPROVED BY ` 7' N AJ v F `6`: , project number: 17106.000 PRO — C CONTROLLER DETAIL PLANNING oARi? ��l�iC.i 1=ovjn O a PlZnning, E.'a^ .rd SPRAY HEAD W�/ MP ROTATOR N.T.S. TOWN of so sheet number OTHE EDUCATION LAW OF THE STATE OF NEW YORK o o -SPRINKLER PROHIBITS ANY PERSON FROMI ALTERING ANYTHING NG O DATE /� �� IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS U Cj w N.T.S. OF A LICENSED PROFESSIONAL ENGINEER, WHERE O IR r rr-1� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N LS2—E `/� hJ ENGINEER THE FULL MEXTENTUST IOF THE ALSEAL ®'TERATION ON THEATE AND BE u! / DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) l� ✓ir,,. ,.,s r , q .N.. { r ,,..,. . ,y,r r; tg,vii, y, f, " 4. z +/ �t p m. Wu n n!l,Ar LUM NAIR C U „ .. E 5 H E... .,. EDL �. ., _ .» . ' ,.%,. � �� . „ .. ,. ,,,:. ... .. � 1,, .,,- ..,.,,,,. ., .a.,..r... a.,� x,z�.a.,vr,,.,�.,,.� a.:arw '.'tea"rs�/w ,:,�;s A,. �;,u�aaa��exerrs�l4> ,!.w.ai'" �cr:'r�'� ,ssg .. , , - .: v "_. ,s Ir.13 t'7 N F.7 LAt3EL ,TYPE ,,`,SYMBOL v. ,.a.'QTY,. ARRANGEMENT DESCRIPTION. , s " ,., „ ,kx':-�,` tt c .�. ► I RC'�GRE55 m i T 1 , A Q- 34 DECORATIVE ANP LIGHTING, MODEL# LA781-1-P029LDF-D-T3-27K-PC-PA56611-CM (14 HEIGHT MAX.) q � � �*��,, B 61 WALL MOUNTED PROGRESS LIGHTING, MODEL P5722-81 W 9 WAiT 2700K LED BULBmur „`�,- r fSiP�` ra 7�..•e.^»,. ' "� ' � ` . s FAQ '� ..:_ '4 " ..«•�,ti_;,, ,aw*,ncJ.�*.ri. sat aar W+.+ ,.t ,,.=,.ms , aVt , w Caw .- a, 'sax ^,�.` ''" +•�' r i C 5 LIGHT BOLLARD ANP LIGHTING, MODEL #BL6021-CL-M024LD-D-T5W-27K-HSSC180-41 naa 1^ „1 4l rel W. " . .oft. ' IL", 8'` � rr t el _rwal*t P•,",+r+' .:.,.;x_ -y 4+'u"r`-76�-t„-1, 'A'-`>ixi, a.ar% ,.'gin s NOTE: COLOR TEMPERATURE SHALL BE NO MORE THAN 2700K FOR ALL LIGHTING FIXTURES '� "x'a t `. .'.a=> ''# .� " ' "I"M0% "",3-M" ?m"1` �,Ri" �'"•l-°� r-J ' '' " _ c 4 '' 7 yaAv$'4 `'¢a«°<1wi°" '`r,'w''ws4 ;:rr:r- r., magi :+tt' - a4 ,erz., asr V. a• lowwd"Oeftx or �d �x�''dW1aY _ p{t4, ..,, ,,. -. '`9 w ` 1 .xC�Y.d'' $0 aeme.,lq 7`PaW.n'-'k° r F.r 5 _ .. � : %of � s+t , ,, ": S x 1� A�A� '., •,r" .3r9an :~'F y,-> �`gS'p',....12?[a'f� ''"-4"^^'--r-�' i{ 1 i � , I aM« 4nr r �{ 'd SITE LICst�TI I •, t I:RI_<; ADLE.:,i,.,. PA1ZKlNG LOT, UNIFORMITY' RATIOS ,1 ,, «:� <` rr.• ..Mae , ,_s -1 t « - _ LUMENS ['��1G1�" ;e4W r 4 w`6' ar ' " `*x _,; .n ,sE�r ars* _. .- � '11. c cx FIXTURE FIXTURE TOTAL LABEL L P;; ``- ' x ,£ « `�"'* 4t" *",_ti-•°' PER > .=AVG:' MAX.' MIN -MAX4/MIN:,4VGa,JMiR!. M a �<:�__ L,,. a.,., �,_. TYPE COUNT LUMENSIk FIXTURE a+, �.r __---- `svac wfn 4n ""w<� ' Ra1 440 16rlk 6 SkaR a! 7 7kb c44m:n r a,- P, r 4 r w. 1 1T"' i'�Ir' , q"- 4., ,; - In47ia tOt«lage wrt ,.e�.t`_,', P '�3'~ a,ai°a '**rt'w.aa.av`w`'n.r ttizit .sI... 1-4w-041--ia 'Ay,. n 0 ,' •. LIGHT PARKING LOT 1 0.8 FC 2.9 FC 0.2 FC 14.5:1 4.0:1 ,a t, aD 9� � 7 "` ;�.�,,;';Ri ;:��-, - BOLLARD 5 888 4.440 6.0:1 2.3:1 •IAa+a77aaa k61t6n , wwtlil r + 10^ �s LA781 *.arm tea• ,�" _ _ "' PARKING LOT 2 0.9 FC 2.4 FC 0.4 FC "�' '° '"° - X � ''1 r Kxio,dbf,£b`ugra�A�x.,,v,4 IOAa IOrad/,lmctRla,y V4 •flalStra, t>wt�lt-Vr$' LEO Ova:`fat maw bra. n . , , . ..DECORATIVE 34 34 2700 91,800 1 . 4. PARKING LOT 3 0.8 FC 2.$ FC 0.2 FC 14.0:1 4.0: stAe�aa t,mucu x 7M+7A 40 9�141r�A, . `` '"�rrwA `"�`"�" -•.. '� ..' GWft,a+�t�Yl(0r 1:6r '4Ci1`:6'tJ2" r.. i .rr,<�,ta,^; Y.N4ti� ��,i �/pad;�,,.w,i,""�"i. ,;�,y' '_W,..>„ '9<k,.,. '!ri- '{'''3 "3 §i w ,�h;,"",.', '"y, 9%:f F ;y/e;, Z%;., y',.,<y,.•.,> :r., i„ ,v. ,.io, 'r..: ..•+�/vas:%.%.'x:.:'t.:,i&w.,�e;,.<.c;/i':s%ad LANTERN 61 8Q0 4$,800 =, ff >:- „ .: / i'F s '�.�'.., Y '.,; .«, s ✓:,"i,":s .`:,'»�c.`a°�!» ;l? ';e"i :'f'r�.a+'>�:i iib ,+'%,,az..y,, ",,;'.:,,,y:.'xr' .'rda�:;>:'-:,r :, �";,: ,;,h 6+�crae3We.« W.* - PARKING LOT 4 0.8 FC 3.0 FC : ; .,. tb+•a.rLaaWrwMt TOTAL LUMENS: 145,044 0.2 FC 17.5:1 4.0:1 Baa, " „y La7MT 1 I'02z OM a 'T3 r27K PC PA56c1 "C4A "..^ft .*% 'a'�" �11,<,.' i x. F oca4' .M1AF� •o.Anst..lntwe .4b.MaatWhrs swats, co0aw %sdb,,, C*TWxt&A rtl,<.,�.. ;•,4<<{ llr�11_ p,>r. *:,+:11 a=., .w4.1mr4aMr.4w4ad,rbwaawa. ; ep.** •~~ 1300 Walt Whitman Road,Melville, New York ,. � 'R �cx 01r. . :I - ' , . ,. 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DRAWING AND/OR IN THE SPECIFICATION (NYS ED, LAW SECTION 7209-2) IL 11 CONSTRUCT FULL DEPTH ' RIGHT TURN ARROW ASPHALT ENTRANCE MEET EXISTING ASPHALT 96 LF CONCRETE CURB TYPE A (ROADWAY PAVEMENT SECTION, STOP SIGN TIP-UP CURB . RIGHT TURN ARROW SEE SURFACE SCHEDULE) 47 LF (PROPOSED) 24" STOP ASPHALT TIP-UP CURB MEET EXISTING CURB LIPAIS SAWCUT E iSTING` BAR LIPAtf1. / SIGN TEXT DATA TABLE1: 11 , 43 LF CONCRETE TYPE of ® � ��SPH Du�11E� ASPHALT CONCRETE P EMENT 0 SIZE OF SIGN COLOR OF .-_______ W V _ W CURB TYPE A _ SIGN DESIGNATION DESCRIPTION TEXT (L X'H) MUTCD N0. BKGRND. LEGEND MOUNTING W W W W W Ili v W 4 E-A . W W W W W . NORTH ROAD C.R. 48 S1 STOP SIGN c.M. � . I I . I ; : "\` "i ®p 30"x30" R1-1 RED WHITE S.P. �.W ..- _ _ TAND. 1300 Walt Whitman Road,Melville,New York • 11747 -- e IF _ - - G G ---- SZ 30 x30 W11 2 YELLOW BLACK EX, Phone 631 300 1010 DGE OF r-AV �! PEDESTRIAN CROSSING SIGN " " Y G.M. G ; - _ "¢-, = - �,:,`' � ,r ARROW O CROSSWALK ONLY ;.:>. .•.. owner/developer: _ , - ;:,. 11 � J :..y:..:. ^arc , ", ,": ;:: ';'' ® 24" 12" W16 7P YELLOW BLACK CONIFER REALY LLC 11.1- Z;,v , ;-: `:'. -y,',,; 83 E.Main Street,Suite 600, i"Q.,.'.,.;irS�d,o :.:k.. %X:iy�'< �a,'.'Y;:'rit�;J':;..'.'."::'• - i . Rochester,New York 14604 &�, o w a � " - %�;:.;Vis.',::''„•r, , .> g"-, .r,;,s,. -41 '/ / - ';.,, -e' .` ,,. .,,,, S3 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) y� :% 5804 C ..I' 11 >;;;t '^,r,' (1) - Site/Civil Consultant �. �� 2 :x N /.. ..� .,` :F`^.,; - .'4'.7 .SFr . , R 0 . ' . .,,�:�r,;�;;;,:,:,,,<<; Zq` yk; F 3 r NO . 'X , :: "., ..< by I PARKING . ar ''i ` • S4 NO PARKING ANY TIME >`�. ;. w_a� - . ,.: ;- "I . EE G.M. . �a. ,- vyn` . , `� ', �... t, . . k::: r 12 x18 R7 1D WHITE RED �...�:; .:(�.- r; : Y,y , . ANY S.P. x..: �:Fw ' . . `Y :,y,;,.- 11 :°* TIME A - Yv t.>r r%Gni ^r,. ,.. - , J '� �' , : - PROPOSED . R � (xRv, 5 : ;=:��'� . ' . CQN.STRUCTLON . ' . ' . . K.f: 1111 � a-,,,`,',=": > ; . . . - • , . , - . • •FENCE �. - . , •./ "",.�„,'',.,.� :� "'%fir,,, 'p . ;��y�j� ^ :, ' . % - L K hAcLEAN ASSOCIATES, P.C. ' ' . . . a *I;%<� .a�/ ;;� r? '" :` �� = " � I I Q m r'. 437 SOUTH COUNTRY RD., ' < ,.. I .,�.;.:< LONG ISLAND. NY BROOKHAVEN, NEW YORK 11719 "VINEYARD VIEW" SIGN CONSTRUCT FULL DEPTH �j 41 w 0 4.0 80 Tel: 631.286.8668 (SEE DETAILS) ASPHALT DRIVEWAY .S (SITE PAVEMENT SECTION, , SEE SURFACE SCHEDULE) SCALE: 1" -20' 4 �'� "MMI 11 4- (TYP.) VINEYARD VIEW I�. i 4" � NORTH ROAD S 23.3420„ E ,_) v DOUBLE LINE - FULL BARRIER TOWN OF SOUTHOLD, N.Y. 11939 I 75" / " 36-.- (YELLOW / R=40 , / / If24" N•T.S. 3 I / /' // 4 SITE LEGEND• 2" 4" (TYP.) r,-� < i / /I/ 2 " SOLID LINE I i / -mm- PROPERTY LINE • N (WHITE) %a, } .,rte. o N.T.S. ;:: r - ,� ;'�, �; !11 ' -' PROPOSED 44 0 $ _ '�, O ;(: ; - == ✓ NUMBER OF PARKING STALLS �-�- " _ II 12 3-0 TYP. 12" � ;:r : .y' 3 12'--i �12" , 3 '.I.: :I::11. --I "4 jam; r�.,> % r / _ ) �/\/' h4IF.St �''. ' '. :' : .;{\! , �.: _ ';" / �• l 24 6 /' L 24" 1. ALL PAVEMENT MARKINGS SHALL _f - I. :` : �' 4h. 1n; .'':'':'. '::';-: ::' / PROPOSED ADA HANDICAP 32" 45 (TYp) 8E IN ACCORDANCE WITH THE x `> ` ' ° ACCESSIBLE PARKING STALL L 12"J X�<' p Rg2$" FEDERAL MANUAL ON UNIFORM Q :• :' • /// / �12" TRAFFIC CONTROL DEVICES do THE NEW YORK STATE ro,,..PROPO SED ADA HANDICAP �t2" SUPPLEMENT TO THE FEDERAL�'/ ` RIGHT TURNING ARROW ARROW CROSSWALK WHITE CROSSHATCHING STOP LINE MANUAL ON UNIFORM TRAFFIC I':'. ;,'' °`�' 4 / ACCESSIBLE CROSS WALK ( )-R '� .I. Ccs n e.I_.':':�:�::° 1' f N.T.S. WHITECONTROL DEVICES._. ::1,. .. / ,....1.} ..,I.. .' _1 WHITE WHITE WHITE 9 6 -{ `�`.r+. I.. ':•.0''- •'•.•- / '' � PROPOSED SIGN TYPE N.T.S. REAL ESTATE OEEELOf NSNT,CONSTRRCT,ON a NARAINENENT c10,2 .I':I'.+ ' ' -Alii .:I: :r :I BLDG.1 S 1 N.T.S. N.T.S. N.T.S. ., ` ' (rYPE C) ) / yap :: ;'':V:%1': '.'.I;`:'; .:1. /;.-, . f/ '::::'. {:. I., .:.:'. �`:-,;-:.:.)[ �. :� : o':':: J// , --i TRAFFIC FLOW ARROW w� Y.(.. ` :�. ,: :� ,fix N ` / PAVEMENT MARKING DETAILS seal •I.-I'' '�' '.�.• ' • .'r .Y >:y�Y.', may!`,. '' i / / r'1'i�•. %`.�.,.r , y.s/I..: i / /: ._ i N.T.S. .,, _ ' `� :� �f IITI �^ _ - _ � ;_.,,�...�,w..„: f / �� NON DISTURBANCE BUFFER �:; , ;,�- }I , ..�I .. 'aQ> ..i' Ln R " k I,_''3;; " }, a.« Vii.,, µ + f + .:d. ',f L� ',sP ,;,," .wry vs '.,<,r•""' -,•r, Ir S°.1'tl '. ,fit;;< . ,E, "w ": / ': i I - 11 <.v .111 "/, G t e- I �.: y:r,,'. .�.; 'r N' r I i� 4, i Y - . r >v- =%.,. i .� ::, (. �:. k11 >: - , ;; x i /'' :w / N. Q iy� `' /y ;�"':: / f1 tel_-.--._ r '%'' 3 / ISE OGO OVAL rn r; RA D L s �' i`J f): 'S• .L :. ` , ..: �� \� w;G dD u v .' .., P r - C r r r 7' 1 �S / .� �, I �% oiG i t description issued date desc on X p U 11 I i` // I A H I :� H A N VINEYARD z / f - 12-17-2018WN 1 1 1 1 A R DT IIl i 12 8 8 ADDRESSED O U SIGN ACE v VIEW SIGN S' 2" THICK HD F L ., M ENT BLDG.2 CO M S , ,�. W TE AR ING'f CARVED coPY F- °;:; WITH C ED "'` (TYPE 8) °' '' ''' / 6 2 2-8-19 ADDRESSED TOWN COMMENTS LI (SEE DETAIL) D , %;;,r;. . / ,,� `5;•':• STALL `fN TYF'. j::' F M b E' /n y, -7 a. D ,<.,,{;:>':,�.•._:=': / 5x5 VINYL POST SLE1/E conifer 8. 2-12-19 ADDENDUM#1 " , V / t r> �. :� . ,r / WITH TREATED 4"x4" CORE I / ME IN ALL SIGNS SHALL f , » r • • LL I ter, f .�.... 3 4 s.. IN AN a ��'`'��'� BE ACCORDANCE WITH ^ ra Li. 2 10 �' is E NEW YORK A ,sem, TH N Y STATE ,, �' 1 In a View 1 r- Vineyard d vv 3 / w" f n I <; MANUALOF UNIFORM -..::. - Ir , ��° 5 1 / TRAFFIC CONTROLDEVICES. - <_ C O - , I N 1 'a �. v C O M M U T Y ;,. I, PN M v: O ."N V �� s ' AA \ /i i:F O n .iti•`'• -11 I P AR o O B ,tw .^ W f I ' .Q • j 'fi „ .. ,/ .. ., _ x ..:'•�'.�::�:' b�:::'`•':.• - 809-W7-3221 TTY 800-852.7899 > a r' 'F vin by i, ". wT /w� if r ,< „ O n e bvi .own J r� r rL w� n �. I��%`�' PROPOSED ,,x r.,,: t'Y O O :4 / , „ :': O r �a. 2 M F- t\ oos - issued date description 0 p1' e w ';.. ;, '::~ 1 8 GRADE o J:. .O> O .. �1111111_41', ;x •3 ti r.. 1. s1 o O d.: t � - J s; .. ,... ;.�;'-': Gr' i' rr " f" w C E q r/ . , �r. O $:::? t. f .`c' ROADWAY OG. RO D AY 3 UAR BL 3 , _ �,• .meq`• „ u�. s'° TY E B P R P N 1 4 RIDE A EL x1 k C, 4 0 if I i � �„ . L1. "t"Y. B 1. 1. f /,,.,., L G.4 r 'i' x P a z: E ;- u (n I ,, o": ,,. a �„ U ,a :;''- " ; . LDG.B �� j �' A i „y. E! / / �1<;:�;<,% SITE SIGN ELEVATION s. E I I L S P D (N I DETAIL �:y�°µ STOP SPLACEMENT , >�� ST SIGN Y I.; y,'' r J. til &�.,,` 24 STOP BAR m' y, , �' :��' ��: , = N.T. S. �I: N.T.S. //' a5:'' M+•^ N.T• t II, n, r y.,i ��.g� ''v,`4'.-Y';:i-3:ct'7;.'i:;:i-::i.'c'{;?,{�a::'i:•:':;::{�:'•;vs:ti%:>.,a' ��:: U ,. �''( ®' �'>. 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F 1 r • r. .4.1 I3 O FICE 4 5 F'. 9 b� _ _ :iN". 5L /Y - ..__. _ & i z TRAFFIC - 5' ?'g e �• •,. ^1. il. , i :3 I1 O _ t� ' y, r ,�z ..) x %1'; L �! i BDG. %��i ./ , `r`t, a%, ' i, '-^, / i f PE I . -0 .. ,,,, . , D •>_- .s' Cr'Y I N ��, ! , r� C ,g c (� I -r- ; 'r r: SIGNAGE PLAN y , :''°,,,q/,, .k /` r"` r.1-'"' ;.f,';T :.Y'.,AR'-"Y'.,.. K r\`r.�!/ 7 '<r,,,/r./e%Y./,i 'v, .. .. I .1', A. N . - v Y _ W . . . _ } r ♦ t •:I / 3 I .a• / .� C . 11 , .... . %.s''' •I. 0 "i_ / r :' \ i,. "' , y r . .,,:. _ , ;:s> / >�' / ... d _ L bi>dN �4*, FJ ri /` V \i /� BLDG. N' 5 >;1;,„ N " / •,' .. k.' ,v„s.:' :s: y PE A z,. 3 f u r✓6 �":d7,aSe 4 »C, ' \,. a „: T`.. f ,/y i. i I y/r \i ' v / \ }. .M, /' -v / / N S :� C S A ARK G I �� 6 M /7 1 Y R �' r BRC `y r� drawn b Y u �. d O t d TY \Y f / f e R, - FD o C ^° checked b c �, 4_ r,/ S:" /,. Y / t f// 'r..r; / .r �_i. I \ ,1. -..1 N r S t �zs I h d 5 �_ =�` o / <,\ -.-. scale: AS NOTED L :.'ate/ N / f// \ v L A P PROVED V -n E Em I- I /� �:r.x. � 1 �i�:� � project number. 17106.000 O// PARKING 0 o r ..3:I 11 o °- _ ✓ / , / / �Hs�TH/°1v1ARKIN 'i' - r `/ / / " / , . -: PLANNING BOARD - - ic ri! iilQ L "d 0 100 200 TOWN UTHOLD sheet number iiiiii EW YORK / < > 0 0 PROPOSED PROPOSED SILT FENCE Feet DATE3 PROHIBITS ANY PERSON FROM ALTERNGTHE EDUCATION LAW OF THE STATE OF NANYTHING "IO CONSTRUCTION (LIMITS OF CLEARING) 1� 201 IN THE DRAWINGS AND/OR THE ACCOMPANYING a o FENCE (TYPICAL) (TYPICAL) SCALE: 1" -50' OF AI LICENSED UNLESS o EEssoNALU ENGIN THE DIRECTION �^ SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL J ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE .0 r THE FULL EXTENT OF THE ALTERATION ON THE Li / DRAWING AND/OR IN THE SPECIFICATION a: I . 67 - - 0 (NYS ED. LAW SECTION 7209-2) "I . w I 12" , SIGNAGE FOR ACCESSIBLE PARKING GREEN BORDER (3/8') AND LETTERING (2" HEIGHT) RESERVE 5.0, PROPOSED » PARKING aEVFJiI. LANDING BD � - ASPH. PAVEMENT PROPOSED 2"0 SCH. 40 POST WHITE BACKGROUND AND WITH 6"0 S 0 N OTU B E, ENCASED 3/8" MARGIN DROP CURB }�-6.0'—►{ ,a' ,�„ ., 18" CONC CURB WITH HYDRAULIC CEMENT (TYP.) PROPOSED LAWN AREA BLUE INTERNATIONAL `WA"HEEi .o'--I--4.o' (TYP.) SYMBOL OF ACCESSIBILITY STOP (M.) 4' (TYP, SIGN HEIGHT SHALL BE SET TO MAKE IT BLE PAVEMENT CLEARLY VISI BLUE 2. 7 „ , » TO ALL PEOPLE WITHIN THE MARKINGS B„ ') ;a 5 —0 21 —0 DRIVER'S SEAT OF ANY (TYP.) ` VEHICLE 1 t;; B 1300 Walt Whitman Road,Melville,New York -;: 11747 Y.r 12” -1 + 3/8" GREEN BORDER Phone 631 300 1010 w..o7.wen IN 1 1/2" GREEN LETTERING . s owner/developer: AT 6 BACKGROUND AND � WHITE BA G .. . ., „ „ . w4 CONIFER REALY LLC MARGIN 3 8" MA .r / , , 83 E.Main Street Suite 600, Rochester, e York14604 r.r , �> s I 4' ^.4 t ". SIGNAGE FOR ACCESSIBLE PARKING Consultant 1 t31'�i 1 2;J MAX. 5 -�0 Site/Civil 4' -r ` - N.T.S. .T 7Y�a 4 { s� TYPICAL ACCESSIBLE PARKING DETAIL DROP :t hr, :i G ESSI E N.T.S. x' i' P••:,- 'Y 4 r, 1.• I` CURB R 2'x3' TACTILE DETECTABLE so1ERu SURFACE FOR THE NM- WARNING THE DWENSIONS AND SLOPES PRESENTED N 7FR:DETAILS ARE THE YRIIMUY _ VISUALLY IMPAIRED (SAFE—STEP LESS TKAN TMECOMPLY w MIMWUM Tr+ E o�ANOA THE� A � r<° REVEAL —r-` -� ,. OR ROVED EQUAL TILES) ;W\ 0" APP ESIHM •STANDARDS MUST BE DOCUMENTED IMITH THE STANDARDS BERG MET TO " R ^.;,�.`..` ";.,,.,:i`"^�;.,,,,, TFiE GREATEST EXiENi PRACT61&E AND CaiSISIEM NtfIH 1HE MOST CURRENT ADW . ��::y~�-.... L K McLEAN ASSOCIATES, P.G. a r �~b r�3 B 1 :' P• S ?.. 4; ,; t: 2 1: 2 LONG ISLAND, NY �.� I LANDING LANDMC LANDING ;;i t 1 f I €� 437 SOUTH COUNTRY RD., Iii.1�' j $o$o'o$aoo BROOKHAVEN, NEW YORK 11719 s .a mow? 1/ry ;i;tir€€ 'sIj Tel: 631.286.8668 illi;l" DETECTABLE WARNING SURFACE PROPOSED 2"0 SCH. 40 RAIL (TYP.) FLUSH, SMOOTH I 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 TYPICAL DIMENSIONING ACCESSIBLE CROSS WALK SIDEWALK RAMPS. 6" N.T.S. 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO (nP') PLAN VIEW SCALE: 1" =5' PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP VINEYARD VIEW N.T.S. ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE NORTH ROAD CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER TOWN OF SOUTHOLD, N.Y. 11939 PRIOR TO INSTALLATION. SIDEWALK CURB RAMP DETAIL (CONCRETE) N.T.S. CONC. RAMP CONC. ADA RAMP LANDING x » 3 —9 O.C. 7 —0 O.C. 7 —0 O.C. 7 —0 O.C. ,- 2"0 SCH. 40 RAIL (TYP) � 4 coni er 3i PROPOSED GRADE = 12" REAL ESTATE OEYE40f YEMT,CONSTRUCTION k YANAOtNE MT (SEE GRADING PLAN) -- _ 4" (TYP.) MEET PROPOSED CONCRETE PAVEMENT 36 " a ON 12 (M seal Jr EXPANSION 3 JOINT 8" POST EMBEDMENT (TYP,) HAUNCH 6" CONCRETE EXPANSION IN 6"0 SONOTUBE, ENCASED (BEYOND) (TYP.) JOINT WITH HYDRAULIC CEMENT - — CP SECTION A-A v N.T.S. V) issued date description U 1 12-7-18 ADDRESSED TOWN COMMENTS v • ~ 6'—4" LL_I — 0 2"0 SCH. 40 RAIL tIJ (TYP) U- 5'-0" 0 o PROP. LAWN AREA PROP. LAWN AREA O c0 2"0 SCH. 40 POST O (TYP) 36" 8" POST EMBEDMENT (TYP.) 3 issued date description 3"f 4 IN WITH"HYDRAOULI1B CEMENT ENCASED 12" v a Q a v 3"+ 6» l l FINISHED PROPOSED LAWN i I FACE AREA c 6" CONCRETE 0 (TYP.) L� SECTION B-B HAUNCH DETAIL N.T.S. N.T.S. ,N NOTES: as 1. CONCRETE 4000 PSI AT 28 DAYS. title 4-1 ADA RAMP DETAILS- TRAFFIC & N.T.S. SIGNAGE PLAN v 3 -1 v a drawn by: BRC ' checked by: CFD APPR®VSD � ' 6 T ' J scale: AS NOTED LANNIN (� project number: 17106.000 o 0 O BOAR _ -ULilGi T,'Vn TOWN OF SOUTHOLD F:7,nni l ,,.-rd I DATE 1 �Dl THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number Q1 u `- O N O r NRTHE DRAWINGS AND/RR THE ACCOMPANNYYIN ANG (D OFSPECIFICATIONS. UC NSED PROFESSIONALUNDER ENGINEER, WHERE TS2 OO SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N r- ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE iI T• I� / LJ.. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 0_ .. ' . LEGEND: PROPERTY LINE I �pRQ� LOC 1 "°r' ✓.z \ C-DONX _... PROPOSED CONCRETE CURB ., a r lr. " .•` . � <-"° +"y`r�r sport PROPOSED TREE LINE QPROPOSED SANITARY FORCE 20'BLACK °3420MAIN (SEE SANITARY SHEETS) PROPOSED SIGN .. � t � /�-"''"-----.. 4 _ �,heFterrr PROPOSED DRAINAGE LEACHING POOL f -•.,,,,_ 427,30 ' s ' PROPOSED UNDERGROUND w , ,' r ,._ "J - PROPOSED CATCH BASIN a / ,/ -'--•x.,.5,,21 E t" TELEPHONEVERIZON � U , � ` f -_ ��3' �, / �_:,� _ •�� . �:; ( ) PROPOSED DRAINAGE PIPE - - - _.- 106 00., - .: ,` :F21f r ✓ �'� / % F : ;= rt„94 4,t �- PROPOSED LIGHT POLE , 1300 Walt Whitman Road,Melville,New York ' ,ro: 11747 �• LL, , —M—w— PROPOSED DOMESTIC WATER LINE Phone 631 300 1010 f PROPOSED FIRE SERVICE LINE ' �•� {;� I ` / / / N -*—T- PROPOSED TELEPHONE LINE owner/developer: �, a LOCATION AT I 0 N MAP _ CONIFER REALY LLC / s? PROPOSED GAS LINE , N.T.S. 83 E.Main Street,Suite 600, J — -- -{— PROPOSED U.G. ELECTRIC � c � Rochester,New York 14604 a BLDG.1 Ec % _ —•—� PROPOSED SANITARY LINE FIN.FLR.EL.=23.25° r` / ,I% ELEC °RIC PROPOSED ELECTRICAL Site/Civil Consultant R 1VSFkSRMEfR TRANSFORMER BY PSEG --- PROPOSED SEWER FORCE MAIN ( ) DUMPSTER PAD / I / / % PROPOSED TRANSFORMER % -s (TYP.) PROPOSED UNDERGROUND ' ; �' j // �`� I aI i� ELECTRIC PRIMARY (PSEG) D4 PROPOSED VALVE '-,r�r,� `, j �r' f PROPOSED SANITARY Y PROPOSED HYDRANT Li FORCE MAIN 2005 FRESHWATER WETLANDS BY SEE SANITARY SHEETS) C.W. BOWMAN LAND USE ESI L K MdLEAN ASSOCIATES, P.C. AFFIRMED BY NYSDEC LETTER ` LONG ISLAND. NY 6/20/2018 437 SOUTH COUNTRY RD., PROPOSED SANITARY BROOKHAVEN. NEW YORK 11719 ' ,/ SEWER LATERAL @ EX. WATER METER Tel: s31.28s.86s8 ? ' .' SPR 0 D AN ARY f s` ,r'� ;/ "" EX. WATER VALVE O`US ' C N TION /r % (SEE SANITARY SHEETS) pd i �/ / n, , / \, - . EX. U.G. WATER CONNECTION POINT OF SANITARY +I W' i2'BLAC ( G.2 PEB ('SEE) ANt AR`i' r` —•— EX. U.G. TELEPHONE lLOGUST • . E BLD frY ) r FORCE MAIN i , •� ( FIN.FLR.EL. 23.26 JSH�ETS / / / / \ EX. U.G. ELECTRIC • ;� E , ✓,A; , / f / ,'' VINEYARD VIEW (SEE SANITARY PLANS) �Q ; • I .,ter j f,, / ✓/ ` /' /j +,✓ ,,/ /'/ �; / /' ,✓ EX. U.G. GAS NORTH ROAD EX. ELECTRIC MANHOLE O 00 � - / .'% : ��'° / % '; 0 x. TRAFFIC SIGN TOWN OF SOUTHOLD N.Y. 11939 CONNECTION POINT OF I f ' E F PROPOSED 4" GAS MAIN `� `"" 1 ' ` �� i ' 5 - - �` /% /_ � / / EXISTING UTILITY LIGHT POLE \ s- r EXTENSION BY NATIONAL GRID _ I •I { �� 2 ,f , ` o EXISTING UTILITY POLE �-- ' j ` ' `� -_�� / / r o, EXISTING LIGHT POLE ;. :: ::, , . ,<,, , I-P�zO" V I { .; r I J ••1. ,\� �\1 \ �� f / ' EXISTING ELECTRIC METER 4" GAS MAIN BY � EXISTING FIRE HYDRANTNATIONAL GRID p& ` -. " °°,%,_" � �•I PROPOSED HYDRANT TYP. I r • • ;. , \ r I ` � ':' ; �:./ ;%r /! , ' `�O 6) EXISTING WATER VALVE $� I �J • _. ,� ; / / 93 EXISTING CATCH BASIN PROPOSED PRIVATE WELL I BLDG. LDG.4 PEA f/ • FIN.FLR. \/ / ,/' / // NON- DISTURBANCE BUFFER - j • I .\ • ' q—. L, FIN.FLR. {i EL.= BLDG.f6% EE • �^ •, 23_25' i \ ,d �.� ear n,✓ ^ . PROPOSED 10 ON-SITE FIN T :-�' �_� EL._— �� .F ..... -_,.11 FIRE WATER MAIN I \ • • I I 23_25 /r ;� / /� f� � PROPOSED SILT FENCE .- — (LIMITS OF CLEARING) PROPOSED 8" ON I P '°� ® 1 I J /f1 DOMESTIC WATER MAIN 1 ;Ad � . � � > ' � �,/ �,� ,0/ ✓/ �. PROPOSED CONSTRUCTION FENCE con ifer 12x20 FIRE BOOSTER • 3R'SI • \ (- "°� j / f , ^ REA4 14TAT[O!r[40fMi NT,CDNfTR/CTION A MANAi(MSNT PROPOSED � {MAPLE .� _� ,E� a Y�,_r � 1 � ' � f ✓/ ✓/ f ,/� , PUMP HOUSE HEATED i I „ 3D'SIL VE •� � _ � / PROPOSED 12" FIRE WATER MAIN { MAPLE j. , , ; r/ / / f �ST �� seal PROPOSED TOE OF IN. I �• ---. --.---.--.— '' I ' SLOPE FOR RPZ BERM 2o"MAX. ) S• j / / i / ,f , ,,,� j, PROPOSED WATER METER _ FINRFLR.EL__ ._.29.0' j ,✓" /✓ / ,s ;• ` �� 36' SIL�EE1R ,- PE >' / / f .. ✓i I ( ,;•v 41 INSIDE OF DT-201 VAULT MAPLE 23.�,-�z5' • I J r' f� � /' /'f / ) ,a` 'r�~. '' � .c' '' PROPOSED 12" TAP `. ,�• I — ,— __._ o PROPOSED DUAL 8" RPZ 5'MIN. ,(! ` rte'-// - j I / I BLDG.6(TYPE GERMED VAULT AS DETAILED - PROPOSE ROM ORS FIN.FLR,EL.=26. a ✓ /, a (UNHEATED) , 6oMESTI WAl ER '�; / / / �` issued date description U I /'� .._� ,.� I� I /� J`A; PRO150 D ,1-�YDRAN� TYP,.) /'�/ BOOSTtR UMC «--� - j / /� / / \* / �;` `,, 1 7-17-18 WATER MAW EASEMENT LINE _;a f / / �i % / ., ' f ROP`OS �,�s NI RY S R 2 7-19-18 2005 WETLANDS DELINEATION I •-, / , f r / o +I;_ / / \ ,,,\ �__ ` ,/ ,f P� i1P TO 3 9-10-18 PROGRESS PRINT PROPOSED IRRIGATION HEAD (TYP.) ,�` / '� `� h J /� ,/ 'F' / / SEE S�NITAIY E S) 4 9-2$-18 SUBMITTED TO SCWA I IRRIGATION TO BE FED FROM _,_ _,_,_,_, r r , ✓'/ •' ,� / WELL / / / // 5 10-10-18 ADDRESSED COMMENTS FROM SCWA o PROPOSED 10" FIRE MAIN �! ✓ / df PRPOS"ED 1 " P INS E / ✓ / / P OPOSED 1 " ✓` _ - _ r �{ 6 19-7-18 COMMENTS - " (LOOP) (TYP.) I '` _ - - o HEATED C ' S ^� S _ � a SASSAFRAS I OMS I� H I f/ _t::' 1 �/°' �]/fT� ' � TSDl�ESSE�T2-TT2D1S S RAS A6RRAS ,! £/--` j / ✓r J' .//,s' /r UtA Al '�- .! %' 03�SAFRAS � ,�a'' � �,r � y, , / 7 12-18-18 TOWN COMMENTS r " DOMESTIC WATER MAIN / - / ,; r ,� Ky OS D •HYD AN ' `-/ r/ /' ,/� , i issued date description PROPOSED 8 DO ESTI W WI CB 60D SET / f / /" �/ / / LOOP TYP. J 8 1-3-19 ADDRESSED 12-21-2018 TOWN N ) ( ) COMMENTS o c a' SA T2s S / / y /f // IT 0,F 1 �• ✓/ �� 9 2-&19 19 ADDRESSED TOWN COMMENTS 3 q 15SASSAFR ,' SACK ,(OFFET TO / r r r 10 2-12-19 ADDENDUM#1 W I ! 10'SA SA)"R - /o',r'/ y//SND" DELI- TION '' Q 10 12 S SSAFRAS / / ! / 'LJ1 S RA ' BY �EE �902GICAL N j LJ"\N r• > ` ! '''� ',/ /10 AS/2 SA�AF S ( %unLrrr NOTES: , E // L, 8' AS 12' SSA ,/ / j / / J = h • "t'SASSAF,RAS 9f/ / J`� /' f JGfIVI �S i�N4�) / ' \ ,� / / / / / %/ .✓' Af p 1. LRIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED N P 103'. / / ` / v� ✓+I ` f ! , U DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY ALL UTIa CB MAG SET r SASFRA4 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG Z (I t,�ASSASFg�fS 1 ,/ /+` ' f / / ✓/ t� /'r f/ r/r / f f / / � r / / ,r ,/ �� 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR 4'SASSA$,R s C 4. SEE ELECTRICAL SITE PLANS FOR ALL WORK FROM UTILITY TRANSFORMERI / , / ,� /' ,r � � / ,% / ,• i ,�'/ _ ✓ r✓ % � TO BUILDINGS co 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE LIGHTING 1 / ' / / / rr %' ✓ / % \ f / , 8. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN /' i ✓' ✓� ,% / ` /Z / / r J` title t TO METER VAULT) AND METER ON SITE. �` ✓' ✓�' r✓/ / ,/ // / / �✓ /� r� / ,/ / / ✓ r/"f /� 110 LZ 7. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ S, RPZ VAULT AND ALLUTILITY WATER SERVICES ON SITE FROM METER VAULT TO EACH BUILDING I / \ )1y 8. WATER SERVICES INSTALLED MINIMUM 54. BELOW GRADE FROM THE ✓ , (� `"'•- �.. -� / ,/ ,/ / /, / ' / /, ,\I'y BUILDING TO THE CURB. � /,�" ��.� \,\`, �/ PLAN ,1 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE + % % ,r ti - i f f` to SUFFOLK COUNTY DEPARTMENT OF HEALTH 1 / / f ✓/ �+ N 22018'0 / r� 10. WATER SERVICE SIZING. �/ r �✓ "-v, r' f/ j 10.1. FIRE - SEE ARCHITECTURAL DRAWINGS41 3 10.2. DOMESTIC WATER - SEE ARCHITECTURAL DRAWINGS � �+ j' f,/ � 5645. ,- 10.3. DOMESTIC WATER FOR THE PUMP STATION IS 1- 0 �� '/ ✓/ \ti �'� ' _ ' a 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID °a- 12. FIRE do WATER GATE VALVES AND VALVE -BOXES: VALVES SHALL BE raj 1 \ __ drawn by: BRC :3 PROVIDED IN ACCORDANCE WITH AWWA STANDARD C-509 FOR GATE VALVES FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN TO THE LEFTchecked by: CFD C +�(COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT J C7 ENDS. GATE VALVES SHALL BE NON-RISING STEM, RESILIENT WEDGE p (REQUIRED WITH 16" VALVES AND SMALLER) OR DOUBLE DISC, IRON g /� �r� scale: AS NOTED I` a BODIED, A E A !w ..jr r 1•.«J :• i A` n \_,. BRONZE MOUNTED OF THE RUBBER ENCAPSULATED GATE TYPE�� s � - a STEMS AND STEM NUTS, GATE AND BODY RINGS, WEDGING DEVICES, THRUST project number: 17106.000 0) BEARINGS AND PACKING GLANDS SHALL BE MADE OF BRONZE OR BUSHED PLANNING f�0A3t� L_ Q o OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF THE ;.yII,.•,fii p a MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL TOWN O� SOUTNOLD N CR5-80 RS OR APPROVED EQUAL j 13. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE sheet number ROADWAY TYPE VALVE BOXES WITH 5-1/4 INCH SHAFT WITH SCREW TYPE DATE3] 1 V I THOHDUCATIO PAWONFFTHE STATE NEW YORK ROM ALTER F ANYTHING EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE BASE. V p 0 (V o BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET IN THE DRAWINGS AND/OR THE ACCOMPANYING OF COVER OVER THE PIPE. THE MINIMUM THICKNESS OF THE METAL OF I' SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION THE BOX AT ANY POINT SHALL BE 3/16 INCH. LIDS SHALL HAVE -WATER- 50 0 50 100 OF A LICENSED PROFESSIONAL ENGINEER, WHERE O SUCH CAST ON THE TOP SURFACE. BOXES SHALL BE COMPLETELY COATED WITH U I N 0 BLACK ASPHALTUM PAINT. — ENGINEER MUSTNSIGN. SEAL, EANODCRIBE SCALE IN FEET DRAWING AND/OR IN THE SPECInCATION THE FULL EXTENT OF THE ALTERATION ON THE (NYS ED, UAW SECTION 7209-2) IZ 5'-6" PROPOSED THRUST BLOCK SCHEDULE TEST COCKS MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK (TYP. OF 4) DOOR HINGE SIDETEES CAPS, & 12'-0'+ PIPE SIZE PUGS 90' BENDS 45' BENDS 22.5 BENDS I'D $'-O" 6° OR 2 3 1 1/2 3/4 OPENING 8° 3 1/2 5 2 3/4 1 1/2 10° 5 1/2 7 3/4 4 1/4 2 1/4 r — -- - - -- - — —� MOTES _ t $" MIN. 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK107%1 d• WITH MIN. BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. TYP. 22.o FO '::IF Q',d )) 2. ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. BENDI rl�i f r NI fD3 I 48 TYP. PLUG TYP. 90' TYP. 45' 0 W r 30" MIN. OPE ING OR CAP BEND TYP. TEE BEND % 8" MIN. TYP. CONC. " L_ --- --'- - - -'- _1 THRUST BLOCK 1 MECH. JOINT FITTING 1300 Walt Whitman Road,Melville,New York 8" x 8" x 24" L WITH RETAINER GLAND PROPOSED OS&Y VALVES (TYP. CCA TREATED LUMBER 11747 Phone 631 300 1010 FOR BOTH RPZ DEVICES) PROPOSED FEBCO DOOR HINGE SIDE LF860 8"0 RPZ'S OR PVC GASKET PROPOSED APPROVED EQUAL 12" WIDE ACCESS LADDER BILCO TYPE JD 48"x96" STEEL WATER MAIN owner/developer: TEST COCKS DOUBLE LEAF DOOR - CAST TYPICAL THRUST BLOCK CONIFER REALY LLC a (TYP. OF 4) IN SLAB (GASKET REQUIRED) 83 E.Main Street,Suite 600, � n 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. FRONT SIDE OF THE CLEAR WHEN Site/Civil Consultant ENCLOSUREOPEN r E LE ACCESS PANEL BILCO TYPE SD 48"x96" STEEL , DOUBLE LEAF DOOR - CAST IN U , . SLAB (GASKET REQUIRED) `� 3" 0 MIN. DRAIN PORT FEBCO LF860 WITH SCREEN PROPOSED OS&Y VALVES (TYP. 8"0 RPZ'S OR 12" WIDE N L K McLEAN AS30CIATE3 � � � (TYP. EACH END) P.C. FOR BOTH RPZ DEVICES) APPROVED EQUAL ACCESS LADDER �°+-r 3 , DIRECTION 8' LONG ISLAND, NY TOP OF VAULT v 437 SOUTH COUNTRY RD., = 39.50' o BROOKHAVEN, NEW YORK 11719 EARTH BERM >;• ,, REMOVABLE ACCESS PANEL ,,-,., Tel: 631.286.8668 1 � 1 .5 TWO 12" PVC PIPE _ HOT BOX ENCLOSURE FEBCO MODEL LF825Y - 1" RPZ o tOr. 1 DRAINS WITH SCREEN N . 5 -6 MIN. 5'-0" MIN. I I COVER LENGTH 26 DEVICE OR APPROVED EQUAL �' CONCRETE PAD LENGTH 38' FURNISH & INSTALL METER TO METER TO TOE o „ VINEYARD VIEW VAULT AS PER S.C.W.A. DT-201 VAULT OF SLOPE 18 MIN. FINISHED GRADE PLAN VIEW NORTH ROAD "MIN. = 32.00' HEATED HOT BOX ENCLOSURE MODEL ENCLOSURE LENGTH 26' TOWN OF SOUTHOLD, N.Y. 11939 H81T (PART NUMBER HFO13027035) OR APPROVED EQUAL „ �° Z SUPPORT „ FEBCO MODEL LF825Y - 1" RPZ DIRECTION OF FLOWC=> 12 C.L.D.I. TEE I 3/4- THRUST ROD DEVICE OR APPROVED EQUAL DEVICE TYPICAL 8" C.L.D.1. - TEST COCK #1 12" CLD I PIPE LLI of x." ® TO FACILITY N ' N 3" 0 MIN. DRAIN PORT v 0 M w WITH SCREEN 12" 12"x8" TEE GALVANIZED ANCHOR BOLT (TYP. EACH END) WATER TAP BY S.C.W.A. 12" LINE C.L.D.I. 8" 90° ELBOW (TYP.) EXIST. GRADE FASTEN AS PER ALL FEES TO BE PAID BY VALVE - 8" 90° ELBOW MANUFACTURER'S SPECS. (TYP.) . , GRADE conifero CONTRACTOR TYPICAL 12"x8" TEE METER BY S.C.W.A. ALL FEES •. " TO BE PAID BY CONTRACTOR ELEVATION PROP ON-SITE NOTE. ALL VALVES, BENDS Z • 1 -6 EFAI ESTATE DFYELOfN ENI,CONSTRUCTION A MANAOl MF NT 12" B WATER MAIN AND FITTINGS TO BE PER REDUCED PRESSURE ZONE DEVICE IN BE THE LATEST AWWA AND SCWA F POURED CONCRETE BERM AREA STANDARDS. � CONTINUE 1" 0 PLASTIC WATER FOOTING 3,500 PSI (f ) Mlle LINE TO PUMP STATION. seal ;,< ;;, F° ;,,• •,� N.T.S. . GENERAL NOTES FROM ON-SITE SUPPLY INSTALLATION OF SERVICES DIRECTION OF FLOW � > 1' WATER SERVICE - Y 1. MAIN WATER PIPE TO BE CEMENT MORTAR LINED DUCTILE IRON CLDI) PRESSURE PIPE. " " 1. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING PLUMBING CONTRACTOR END TYPE K COPPER PIPE ( TO THE PROPERTY LINE. SHALL INSTALL THE AND CONTINUE SITE WATER WATER LINE FROM SCWA PIPING WITH C900-CLASS 150 3 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. NOTE: Co TO SITE. PLASTIC PIPE - TONE WIRE 4-;i^�\_.__ _,.-! •r,',� WORK. ONSITE WATERLINE SPECIFICATIONS AND WARNING TAPE SHALL BE „ �• -- DIAPHRAGM ON FEBCO MODELS MUST �•� 'g' "ii` CONTINUOUS ALONG ENTIRE 0 3. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1. ALL PIPE OVER 2" AFTER EXITING EACH BOOSTER PUMP ON SITE SHALL BE- WATERLINE SPECIFICATIONS ELEVATION VIEW BE INSTALLED ON THE 30" CLEARANCE LENGTH OF MAIN INSTRUCTIONS AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF C900-CLASS 150 PLASTIC PIPE SIDE OF THE ENCLOSURE. 1. TYPE "K" SOFT COPPER TUBING, MINIMUM SIZE 1" INSIDE DIAMETER. » issued date description N HEALTH SERVICES. TYPICAL SEWER PUMP STATION 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL TRENCH NOTES: 2. PLASTIC PIPE SPECIFICATIONS: N 1 RPZ DETAILS 1 10-10-18 ADDRESSED COMMENTS FROM SCWA 2.1. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE N.T.S. 2 11-16-18 ADDRESSED COMMENTS FROM SCWA o 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_ g 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) 1 LL THE PIPE. COMMENTS 2.2. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS ,�.-.�.. 4 2-12-19 ADDENDUM #1 a ,. 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING UTILIZED IS NOT ACCEPTABLE. (BRASS COUPLINGS ARE 00 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. REQUIRED.) _ 0 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT PROPOSED to 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE TAP G RODS TO PREVENT MOVEMENT. 6" LIFTS. t\ ° °' issued date description 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH VALVE BOX PROPOSED LOCATION � Q N ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. EACH UTILITY INSTALLATION. OF FRANGIBLE 0 HYDRANT ASSEMBLY PROPOSED TYPICAL SCWA 3 CURB CORPORATION VALVE 0 0 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 ..___ —___.___��_�.._. .__.. _ ___. / ,,�.+• 0 N OR THE LATEST REVISION.• MINIMUM OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND PLACE CONCRETE 0 V) WELL GRADED WASHED AGAINST UNDISTURBED 0 v UTILITY (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) GRAVEL (1/3 C.Y.) EARTH 11. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, cl- ZQ Z REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH ROOFING OR TAR M :5 3: i o LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY TARGE OBSTRUCTIONS. WATER VALVE PAPER 0 0 SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. Qo PROPOSED WATER SERVICE i L�. 12. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER � �*, 00 C SERVICE. 0 13. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE ETC.) SHALL BE BURIED IN THE WATER 6" DIA. WATER MAIN ' SERVICE TRENCH. SOLID CONCRETE title 10" DIA. BLOCKS OR BROKEN 10'-0" 10'-0" WATER MAIN CONCRETE BLOCKS(AP / > _ _ _ _ _ _ _ _ LOCA ION) RETAINER GLANDS TYPICAL CURB /CORPORATION VALVE DETAIL WATER DETAILS ,-% NOTE: PIPE SHALL BE A FULL N.T.S. LENGTH PIPE CENTERED UNDER THE PROPOSED UTILITY MATERIALS & JOINTS EQUIVALENT TO FIRE HYDRANT D ETA I L v CROSSING UTILITY o WATER MAIN STANDARDS OF 18" MIN. 32" MAX. (TYPICAL METALLIC MARKING TAPE 10'MIN. 2'+/- CONSTRUCTION AND PRESSURE TESTED WATER MAIN OR N.T.S. SANITARY CONCRETE THRUST BLOCK 3 TO ASSURE WATER TIGHTNESS PRIOR WATER SERVICE SEWER MAIN \ \ \ \ \ �\ \ \ \ TO BACKFILLING ❑R BUILDING TO UNDISTURBED SOIL SURFACE ��\, //\/%// /�� /RIM v CONNECTION " \\ j\ �` \\ j � �K� CL ( , „ WATER MAIN 6 '� �\ \� ,r\' •�/\/\\�'\ \/ �\ \ �� ` 1 —� 18 MIN. TYPICAL CURB STOP (VALVE) EXCAVATE & BACKFILL /j % //\ // •///l >, 18"(MIN.) J SHOULD BE BROUGHT TO GRADE WITH SUITABLE j\// � j� \�/\ drawn by: - -2 t, ' - _ _ _ _ _ _ ON SITE WATER SERVICE 4'-6 MIN. EXCAVATED MATERIAL /\\\j � 100 a A.O.B.E. COMPACT �//\/ / '' checked by: `` �! CFD (MIN. BURIAL DEPTH = 54 ) �� I ° `:'.�:. `:: FBACKFILL IN 6" LIFTS. �'�/y\ / t = " f / \� PROPOSED ELECTRIC d 10'_DN 1 D'-0" i PROPOSED TELEPHONE SCCIIe: f-� M .� s, AS NOTED -.`� El PROPOSED WATER LINE �/i\\ \� \\\� LIE oa UNDISTURBED %. /:✓ice, ✓ /' PROPOSED project number: I 17106.000 EARTH WATER MAIN CROSSING — a� TYPICAL NOTE: W/ TONE WIRE WATERLINE COMMUNICATIONS _q PROPOSED WATER MAIN/ (COAXIAL CABLE) ►- HORIZONTAL SEPARATION BETWEEN SEWER (SANITARY TAPPING SLEEVE —PROPOSED SANITARY PIPE C) OR STORM) AND WATER LINES MUST BE 10' 1'-REMOVE UNSUITABLE 10'MIN. sheet number .. MATERIAL IF �NCOUNTERED TEMPORARY SHEETING N o TYPICAL UTILITY • CROSSING - VERTICAL OBSTRUCTION MINIMUM TYPICAL WATER AS PER O.S.H.A. THE EDUCATION LAW OF THE STATE OF NEW YORK C to W/ REQUIRED VERTICAL OFFSET WATER%SEWER SANITARY 0 R STORM ) REQUIREMENTS TYPICAL UTILITY TRENCH PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION ^ OF A LICENSED PROFESSIONAL ENGINEER, WHERE LJ N •- ELEVATION SERVICE — LARGER THAN 2 " WATER LINE EXCAVATION DETAILS CROSSING DETAIL SUCH AL,-�nDNs ARE MADE. THE PROFESSIONAL .-- THEENGNEER FULL MUSTSIGN. OF THE ALTERATI ND ON THE d ACCORDANCE WITH WATER MANN THRUST RESTRAINT ETAILS E PROVIDED BY ANY SINGLE METHOD IN N.T.S. N.T.S. N.T.S. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2)