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Site Plans Revised 12/18/2018
SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET REVISION - � , ,"I DATE - T1 TITLE PAGE 1/3/19 � ,] D E1 EXISTING CONDITIONS & REMOVALS 113119 , ( ,. E2 SOIL BORING LOGS 12/19/18 CTM1 CONSTRUCTION TRAFFIC MANAGEMENT PLAN 1/3/19 "a'__Lk.ti J, If `_ � 1"-i - I. E3 EROSION & SEDIMENT CONTROL PLAN 1/3/19 - SD1 SITE DEVELOPMENT PLAN 12/18/18 F\� 0 A D�'� O 'U' N T Y "2:� %=Iz� U/ - SD2 OPEN SPACE PLAN 12/18/18 _��Z. _ ' 325 Wireless Boulevard, Hauppauge, New York S1 SITE PLAN 1/3/19 11788 S1-A (NORTH) SITE PLAN 12/18/18 Phone 631 300 1010 S1 -B (EAST) SITE PLAN 12/18/18 CONIFER REALYY LLC U9 NY 1 1 9 S1-C (WEST) SITE PLAN 12/18/18 83 E.Main Street,Suite 600, Rochester, New York 14604 S1-D (SOUTH) SITE PLAN 12/18/18 I S2 SITE DETAILS - 1 12/17/18 Site/Civil Consultant IS U F � 00N L K C 0"N 'UN T S3 SITE DETAILS - 2 12/17/18 D1 GRADING & DRAINAGE PLAN 12/18/18 .� D1 -A (NORTH) DRAINAGE PLAN 12/21/18 i w" .4, 777„�;' 'a 'E+. '' ,•a 'a� st = '-^ rye' `,a- , t .. 'ic ate".%:'.'r. .' «-�{."�"f b-:,yd+Y>`,� -.M'a' ^x=.;'-^" ,s„..- _?'__#,y.'"w„_,'�.-.�.�. D1-B x (EAST) DRAINAGE PLAN 12/21/18 r . w s � .i.. ( 11 - M ., ,y� �tl� + - ''` ,:s; �P�- " ; , ., D1-C WEST DRAINAGE PLAN 12 21 18 a - i`* h'G+' 'bra; fi r' B" 'P .,'Alw, , r.•t,�'_ 'Rt A :r y sa. H=r; s.✓'-:: ( ) / / � L K. McLEAN ASSOCIATES, P.C. � " I I I ` __ I I ` _ Se ,,e ••� " : �€ �''� '1 ,$� LONG ISLAND NY ,1t 11 _ �S �" 'a , ra�-t'F y•"''C'i:- ,ems'+" W ''�' ' !, a,y�11 ��, . �_ ,�rtj' =u,.. ` _ �, D 1 -D (SOUTH) DRAINAGE PLAN 12/21/18 ¢' �s ,: .t k,t '1 4 =,,', 437 SOUTH COUNTRY RD., c' + * "" '„`I' , r _" Y-�-^,' w7 _,,h `, BROOKHAVEN. NEW YORK 11719 " a .4` 7, :`." ,i - /:/ "•., r "�t #"�+' _. ...�- y " W 'm` Tel: 631.286.8668 h y M rh _ Dl ROAD PLAN & PROFILES (SITE ENTRY) 12/10/18 ' � �,44 q �'� � � f."".q`4 .., ?"It VA , ' f ,.. �'r'.r s Dl-F STORMWATER TREATMENT SYSTEM 12/7/18 - ( " ^^ , rx 'tl3A:y�.� �� ..}. i', 7."r'f'�`-< tti+r,,�'+N ,.� !1''�'K' f �, },,, , #M°` ♦,,,,• • ♦,, �`" "�a � , t Pg e 'e`-9 ^?`F�„a a t( ! s•�- '�{ ! 'r�j aL,�. a- /'�`• I 11 * r #°} 4,j4�; '" +. �� D2 DRAINAGE DETAILS 12/7/18 t , .. - ="tet' t .- �T:TrF-' R T '. - i` �. �-• :mom r �� -:; '" `Y; LS1 LANDSCAPE PLAN 1/3/19 r`, ;AT -` E"•aa':'-. �' fit';. "`_ I -V ' f x � , eo,� a_ � ,; � m.;�z. x ._ ;= (NORTH) LANDSCAPE PLAN 1/3/19 VINEYARD VIEW �1 •� �j� _:, --I - tet; , ;�. LS1 B (EAST) LANDSCAPE PLAN 1/3/19 NORTH ROAD - a«.- � "�"j,Et '4 r" ',g a t+'l-I; '� .,5 `S+'� ' "rr#.''�t."';{-'r i.+rZ�c:r - _ ,: ; ` _ _ LS1-C (WEST) LANDSCAPE PLAN 1/3/19 TOWN OF SOUTHOLD N.Y. 11939 a+' :o�: &,E�;.°' - e :- r "4d!'.-Alm, _-V,� r'n"$ a` 'et'�"+rr. �;3�t.r,'> III,t t�=„Y_- _ 1,tF'`,y,.�,-•L: '"�.;t �^.'3.'_-'}r-�'b'�.�'t f+'w^ � -'K��' �,-fd".`eGf - ,• _ - - .s yw -f"; !E.^; i M . ;:� .i;-' ,: � Y ,�, r # �- '; 11 LS1-D (SOUTH) LANDSCAPE PLAN 1/3/19 j� 11 ".%r'a'n:-'',.� '..,.'E °'° �a " ,;p,,• ,,;r>,- - {jt`�'».- „E' - - d� s f ,.� ✓En 'g ori :, f a - • " �sR t: ; ;T * -T ��__yL, LS2 IRRIGATION PLAN 1/3/19 *°'+• ` y} rty �3 sh * 5•"''ter'=-'-! �'�• _�{� - >• , !`?$'^ ` ' ¢ P E _ ;„ * T "" "` LS2-A (NORTH) IRRIGATION PLAN 1/3/19 r } a r k' `.�+ _� - - 'M -` ,,e. � .,,•",.''�'`' ,-• rc. �.Y :v`pB - - - '`,,:,+ a - - _ - _ .S''+�r r< +yf :1,<'9L'r�.} � "„^�`.,f<, ,. " -;ter-`�� ,+� - ;"s ','atf_ ' ,.•...' -� ,„w" • ...n_k° "'� . '''a - _ b „,5 z,• -^`� !',+.fi'-,` : :.'. - , _,�_ .--.. . LS2 B (EAST) IRRIGATION PLAN 1/3/19 �,�.�, ._ " ) r �. ��w a`3 , _� 4 av - �1 ` r "" vy, 1, : ' � ' - _..--' LS2-C WEST IRRIGATION PLAN 1/3/19 m j q. .,.,�,. �, ll I CTj ¢ - o.l si,�i"Y. &"-� J -1f _ - - _. .-.- _.- .,�;_ ^- -,+.* ---- �• .;`:.a �g r.. .-y r_I--'r-9:f `S P+a'``' "u a:.:• ^ ,.r'.'r.".'.,',w' ..�*...','.,i'`;"ti-.ti y ':'sem-�.� .'f •: - .. - C -- �` i'� _ <:-,,.4 . !.I t " # -> = LS2-D (SOUTH) IRRIGATION PLAN 1/3/19 _;t a .Li�i `. 3 aw' {' i P r ,..7, r i y'f t.3%Iw'. .a,i►!G.,''""`"" 1i III's+r�. _'''..+ i-.ra.e', �•.- ciOer' r~ T�- I .- m-•-+c--"•. - -' ,t%`„ - _ ;4ig +' F ,, - . i ."��:4a 'k 1{S -�t I i v011 'w� vif-a�. _ ; "' - " '' ; - " --„r;._ -,- ': �• _ .__ k - - -- .:.,°- LS2-E IRRIGATION DETAILS 1/3/19'P• `t„. �i .[�j» sf,7'd^ t �, , .,t Y!.- `�^' + •9 -"'p �",Mr L. I t" F• 't� - -t.,:..`,.i,':.... - t+ "�r.` <,:?" ! _i?- '{ - .»R^t-'^, .- ..- - ...,.as .,;E....�•,�� - 1 .i't°wfL,�6 xYcg„ ., y -- - „- ,..a,,.».---� I -. _ t .?� � y , �, ;t�, � k f' - ,b -�".` k W �, _ �" : .. g - - LT1 LIGHTING PLAN 12/18/18 t _ s.k , �t' - -' , , r _ I LA & DETAILS : . .fix _-�---I T T-, 17 - � . '_�. :s _ ' - - T1 TRAFFIC & SIGNAGE 1 12/18/18 conifer (, t� _ '',: , S' _ --j} v ,. 'mfr. '..x,i.,._�.,, „.-- -rra•E'N.".'_V �,_a..,. �" .g _•�,.,.ki ",.:sy,. '.y o 'r'�` .,W,`:S _ _" ,. 1- t9u;>�" {I- y"� -'"� .,d ,,.,,,,,Ri";f :4 - ,- ,yA,,>�''"' °�O L .°--g,A'I" - .a r �,. .-. - ,. 4__- r t REAL ESTATE DEVELOPMENT.CONSTRUCTION!MANAGEMENT ,,:: . , _ ,.., x,:b. `�_�. E,� �-� r I , - - T T2 TRAFFIC & SIGNAGE 2 12/7/18 t17- -- P -'` 1 -, ,M1= . ' g, • ., , r:1;° erg I_ U1 UTILITY PLAN 12/18/18 %r j =--^"'.�+ r. - "j °- .i'"S� a - ! 7i.' ^"��- �t, '.�+3'''z t _ Via. .. _ F _.__ fa fir, "'r L. _ *e.r * �- i :r. «� 3 p ffi °"1 q" { P �5�� xE. ,.-�,_ 'r;'.,ZZ e$�' �' eLi' Y :1; - I - - - - !' i^ �.Y 4`� " < .,} $ ., .,--,� , .I ,. »: , ,- .-,x w. � , p•E,..�� .. .. :fir?, seal C ` _.,� _►- `. r > - ,'. . ., a ;�. , U2 WATER DETAILS 12/7/18 0 1 .3` �.a.�"' _ , - '{.z.e- ., F .$°' 'iy:.:*r ,,.�,«+ t p't,- ,;..i : e V« -•aw" f� !- ,,.e$3. r e !t3�"+Y^ .'� ` `•i ^Lt s.y",s ,,.w :S"_, e ,r. (( -,+crC'.,q�m, �„ a n `a` x .r' * i,( - .. - "�•ak'E '{+'3 r.4,. - P!or r°'.,r .l' _'. �'�'"v °{';•,,+:;' x- ';, ,�i:'r"` ,'��� �U G•Q /- !' - - _ ;i'by,w., a r ' - J' S 'v,110-11.rr, •-r Mr.` �'" `,4,,W syr' -ami - '_+k.'+,.,r. V� a .t •kr. ., .> - - J' !;II ,.A. y"a�,"`.0.l.:.' 4 C� _J �t O 'l/JP 1-1 ARCHITECTURAL DRAWINGS .L;n.d 1. -4, r Yae ^wL. - y". 1'.T u a i�,. - � "°fir'b. �.-'fi`, % 4' 'k w.1- ya "'`. 5.,.-., -•I.tt= fi ,I` "� . " II' ; NOT INCLUDED IN 12 2018 SUBMISSION �- 1� "Cal' '✓'.•` '' .+*" ✓� n. - 6°'$'a ,. ., '; . ''. _ ".C' : "d _/ E _ . 'La3t+�� ..x.: ,.ar -a ':e,t_ +,vc`*a^ -;2.;: ._#'• r. '>�r'S*v =,at•'. ,�,j "'+, `:, :r. se-_ ,� a -^ � :tEe @"' i+.'� ;.: .L'S• .7 TO . d t ' p�' 11 5♦,� ��,v,� "'r .?• >r 'a+t }-. ,fie,~ +'�,' .a- :"s."`.f S -r •s' 3, L •+ ° �,y> .,�•- a.s arJ+'" ''•.".yd 1 - 4. t ./$ •.E '-''+MY'+'f +e:? '1 '.'b}', .�e}."j,f,:+✓ T'.s I Ars •F.'1'+ fw'R"2.J' .}.� V.. f "'k-'' Ax: }Y Y $' .'§4k M4vm• a i, `3* ''4 S,T"- \'� +.g.y,. -n ` '" a'A• r$4 .E,• 'a a�8. .$ _ y&' +"E _.4' aF^- !Y-V yl a; T . �r p.q _' , ,, »w A1.00 BUILDING A FIRST FLOOR PLAN -a.� Y +;'.s�.. h :Yu ', '-:`{ - ,'-Y s„.-•- + i>t. 'w,. "•k`•;. '+fF;* - ate. r t .a'f t. ,.y .r"'.=, '•." .a.b "t. �` `°�: +^,_ iiE J - _., r.:"wa,r`�,.;• SM^ n�' ,�., �.,�;,.-: <i- •.-+-, x'.7"".' fi w.±G, y� •y 't d .3 R x'R y",#'w .1 �'- - ^:.l ''afA-". -..J+T-,,. ": _ :'N, :,+n +a._ v" ,} w >,w C� ` , t. „. , i t .. Via:'' 1�`-0., �t 3�E k Ste'" .r - t' '. -. wn r. ; a .;, :� _1 tea. , 9• - 1• x_ "x- �! �A Y f f 3 r,3. Je 1; `- J ,�" 4 01 ' :. `R A1. BUILDING A SECON R .. . t. °< °. .> D FL00 PLAN ,' . :§. C- ` '`= v Q! "-°D -t .i �• R 7. -•c.' `. ._ � �... -r_`t't -j,.'""'-'" r., .,r.s.,- i-1,41 41 U, >3 :m ':P. ti 1, .efry ,•1.. ,+-4 "S".-.. i J° `$�- � ` - .r" r^-,p x,'i, ..; ,'aa,,.,,r,- +!'. 'A 7+ ;r=6" ,-x� to _ ^bs,T,,, r-`. ,.< �.` '`_�; - � +,�� ' �."g" 5 `' `t r y + t 4 x. . e- P, y dx - %s 1 4 r r ,- ljle r.- ,. .9 a b4 _ ._ V 'Y` b r- i4! - ,t- sem. i.4 x .,. ' v <:: ', 3. A1.03 BUILDING B FIRST FLOOR PLAN -' ` -ter'<. .�. ,° :- f �.,• _ p P ))d.., TT A ."f 7•P S +A. •}$ 3 fir. sY ,,3 I 6 'k)r'f ..•{d ;, Y j .F '., �' A �9''a RuE' V9. r.+^'1: , _ f/�/ yry j "�' '� x, ". s"t' ,`f, "ryy N' 4 e t .4- t �EK�3's.a,+. 'y V f Vi, ryr \ 't \+ _ ,' .� OFS1 oA x ~ � x•A ..r .EN .�', �', ,. h ° 'sok c". '�.' r--,�«>s'*z 'd s, ',.'.s*, .'a' �'¢• .' iC v', x+iii$L 'FI• `jinn.....-s'• ''• � ., - . :' _ �'- _ ",' °�. �� {� _ "A;. i :»` a ;,. { �~p, �. rt. Il, A1.04 BUILDING B SECOND FLOOR PLAN I ',r� r+ N4 ��e t e. r_ualt s �-'�y,'.!v f:a :x.% s• wF} qq¢¢ ° 4 t{ ":Sad'+.- Y^• `Y5 y, •6' ?` i r `2+L. r ro. $`E '' I ' � �p a _ *.a s Y't f w .y°,'3 � E b ;�i �., 4 #, �. :. •$.7: <, ,,moi, €E .. .aeE.-y,. „ .,,,: ,r ?, - ,".;:' ,�a-' - .,yam,,,, `�'."•n.. f �: -, A1.06 BUILDING * �- - C FIRST FLOOR PLAN yp $.e' 1 9 4 » E a ,_,.�* s�...�, >�, , ..-.,.- � �M ,' '�'^'�'° ..- ., ''rte: � .>,� ;� . - �' issued date description ry�' i f y., •.. r '' '• a .�. ;-, r. o . sE f a a 4 #' .. ( ,y#y,,r f _ `'.�:: }�.y[�p R 'g} .., ; - ' A1.07 BUILDING C SECOND FLOOR PLAN `�•t' a•al0«� f =F, x .,S" .f'M k V•;W, :F's` aE:.� '! h- ,L 'Yt� "hs vw45;. q5 :'° -rl S f 7 "'y, ' ✓ ,1F.- ti .li- Z,>,N} '✓d ,., .'P. s* .t :k"-+`,J '' .: • R + : b� 1 3-05-18 CORRECTED S LIST A .aa .:` �,° p ° ��F� gam?` .. D HEET L S TABLE +� s 'a•sf, :, '.=J" f a.,,' .,'1t ..t - <R. - y t r _ ! a4 - b�, -,i- r, f « & t''. :. '4k^ t "t'§e" S' Fr f •`"w £ f k F -ems 'St. :4 a '3i. S_. F- 7Hs=• A1.09 BUILDING F ,;�. � � NG D FIRST FLOOR PLAN s* '�'• <. �11r :.' = 1 . w+ a' '- .*," 2 3-26-18 ADDED OPEN SPACE PLAN o A1.10 BUILDING D SECOND FLOOR PLAN 0 3 7-19-18 2005 WETLAND DELINEATION L I A1.12 COMMUNITY BUILDING FLOOR PLAN 4 12-7-18 ADDRESSED 10-2-2018 LL_ A4.00 BUILDING A FRONT & REAR ELEVATIONS CONSTRUCTION P TOWN COMMENTS 5 12-10-18 ADDRESSED 10-2-2018 00 TOWN COMMENTS 0 A4.01 BUILDING A LEFT AND RIGHT SIDE ELEVATIONS 6 12-18-18 ADDRESSED 12-17-2018 cO A4.02 BUILDING B FRONT & REAR ELEVATIONS WNCOMMENTS O `- A4.03 BUILDING B LEFT AND RIGHT SIDE ELEVATIONS issued date description A4.04 BUILDING C FRONT & REAR ELEVATIONS M V NEYARD V EW A4.05 BUILDING C LEFT AND RIGHT SIDE ELEVATIONS 3 o A4.06 BUILDING D FRONT & REAR ELEVATIONS 0 41 A4.07 BUILDING D LEFT AND RIGHT SIDE ELEVATIONS U I A4.08 COMMUNITY BUILDING FRONT & REAR ELEVATIONS , ,. , %,=:�11 A k1 U A � lz 1 C) 4. A4.09 COMMUNITY BUILDING LEFT AND RIGHT SIDE ELEVATIONS / +L A, ,n 1.., _ PROJECT :; .e ' LOCATION _\ ` r Ql N � Greenport N 0 « / c^ -. title En a� i� --tf 'Z, TITLE =3 0 I-, O�3�_ E3d PAGE shelter '0 ^1 Island C A �Helghts o fl a) , •, � ,",t., S T'r, �:Y 0 drawn by: � RECEIVED checked by: CFD T µT A r , ° ri FR 0- f t I. x 4` g JAN 0 4 2019 scale: AS NOTED E n- - £. .0 �` project number: 17106.000 Sout o Town oa 1'' '^', Planning Board , C soudiold i . 0 1. c' 4__, sheet number O `� w.0 , r E.n•H�FE 1•IL--,n,•!I�6S.I,r-m,ep,IIS_PEIIEIII P 11PCA Ell Iapan,11M Em,Chmllt4•,u Yong,.Etito,<.E,,,�Thril.,O�. THE THE OF NEW YORK O O 4A, `.; pmylnd,.MAC.z Ct^,•b,4I 1,,, A„ I'1.• .d.h-„I:11,.,cn,,.l,,". ROHIBITS AANY PERSON F FROM SALTER NG ANYTHING __J N O IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION TI O OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 O LOCATION MAP SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL L, DATE C r THEI GN FULL EXTENT MUSTNEER I OF THEE ALTTERAT OND ON THEIBE � / N.T.S. (NYS IED. LAW SECTIONAND/OR IN H72S09E 2I)ICATION 0- CLEARING NOTES: WILDLIFE HABITATPROTECTION AREAS(Non-disturbance Buffer and Wetlands): 1. A 1 00'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 length. SITE LEGEND: and the wetlands areas,as shown on the approved site plan,shall be protected - '° The area shall not be cleared or graded and otherwise left in its natural ` "'"``H `` "'' ` ''`" " for the purpose of preserving existing trees and natural vegetation,and n » state; zll PROPERTY LINE providing wildlife habitat and a buffer to the adjacent wetlands and woodlands. `' "'•I':;'`:- « `;._:, '. ;;w,,', 2. The non-disturbance buffer will be managed as wildlife habitat; 3. Trees the areas are to be left in their natural state. • •' °'""'"`""`'"` �"�_ _ es and/or shrubs that can be left in place shall be flagged and protected Rr i LIN 9. p 2• V oval or disturbance �; � t NP. 1 1 Vegetation rem • =�:. ;p'��°5.'' ( ) (SCTM 1 000- during clearing and grading; EXISTING CONTOUR 40.0-03-02 0) 4. The land area to be cleared shall be stake n a. The cutting,removal or disturbance of vegetation,including trees,shrubs, m` ~ d and Inspected by the 'd» °c (0 and groundcover,is prohibited in the non-disturbance and wetland areas, amlml N N a i VACANT PROPERTY Planning Board or their designees prior to any land clearing; �M� EXISTING WOOD LINE except to remove dead or invasive non-native plants or trees.any cutting, 31.67 x3377 30.95 r (L S \ / 5. Site clearing activities shall begin at CR 48 and proceed towards the open removal or disturbance of vegetation must receive prior written consent of I 23 34'20,• E `t gyp/ �� O�/ space/natural areas; SOIL BORING/TEST PIT LOCATION the Southold Town Planning Board.this written consent may be granted only . 1 Y x16.5.5 CP 23 6. The Town Planning Department and the Town Engineering Department shall to control or prevent the spread of disease or invasive plant or animal ='`` °> :- 1•`' " / CB 60D SET P 9 P 9 J P Q 171 TP-1 (SEE SOIL BORING LOGS FOR p p P I >,y' '"• 37.97 5.F 33.23 I / r�_ G� 1987 1, \ 600 SET � �� / be notified by phone or email two days prior to clearing taking place on site. species.the non disturbance buffer may be supplemented with native 2Q„ B Q ADDITIONAL INFORMATION) v PP I LACK LOCUST o' X 866 CP 12, n�j, ` �Q vegetation plantings according to a re vegetation plan with prior written Q CB 60D SET a / 8.47 x14.22 �� consent of the Southold Town Planning Board. t '`` b. A dead or diseased tree in the non-disturbance buffer that,in the opinion of W EXISTING WATER MAIN 4 4 x X2224 \ ,,87 _ x a0 V a certified arborist,represents an imminent threat to structures or people, _ �yGQg62 ' V4 01 \ SILT FENCE-CLEARING / .� 1202 GJO c G EXISTING GAS MAIN may be removed without prior Planning Board approval,and the arborist ,e'X42 X33.38 30.Vi? ;'LIMITS I•E, x,3.65 / shall submit a report of any such removal to the Planning Board within one 325 Wireless Boulevard, Hauppauge, New York x1984 WORK AKA TURTLE OF _ 427 3 ' x125.7 _ business day after such removal. Vegetation must be hand-pulled,hand-cut, 11788 324 - BARRIER�)563 8 NAIL FND, x77.67 ---- ' EXISTING SEWER LINE ce a3 --16 WETLANDS - NON 1.717 X13.7 S .21723' / or cut with machinery selective enough to keep nearby native plants intact Phone 631 300 1010 r ('�4Q�' x2,.77 it 14AB -_-- p CP IQ 3 '' '� to the greatest extent practicable. DISTURBANCE BUFFER CB 600 SET'' OQ 17.3/ ' 3. Excavation,grading and removal of natural materials are prohibited.x 2270 Og / I,- AREA-(TYPICAL) X14,41 /� /,' g g P owner/developer: INV=28,03 / x,5,2 ,' - / , EXISTING SLOPES >20% g PIN&CAP /Z 4. No structures are permitted in the non-disturbance and wetland areas. CONIFER REALY LLC CONSTR1Jc PION '/ x,,.77 FND; TOy�/N OF 5. The use of motorized vehicles is prohibited in the non-disturbance and 83 E. Main Street,Suite 600, II I y X 21.46 x,,,5y x 14.04 , x f3.03 I r ' �` SOUTHOLD/ wetland areas. Rochester, New York 14604 592 �, \ FENCE. I !�� x810 VILLAGE OF GREENPORT LIMITS PROPOSED SILT FENCE-CLEARING LIMITS 6. Dumping or accumulation of unsightly or offensive materials including,but `\ -20- \ x1882 \ x1218 (I.E. LIMITS OF WORK AKA TURTLE BARRIER" not limited to trash,garbage,sawdust,ashes or chemical waste is prohibited e o P Isl \ \ I P 21 in the non-disturbance and wetland areas. Site/Civil Consultant X14.73 14.73 I x 1247 \ Sy PA 600 SET CB X23'62 ;,� o \ \� PROPOSED CONSTRUCTION FENCE WILDLIFE PROTECTION NOTES: xt3e2 1. Wildlife sweeps conducted by a qualified wildlife biologist prior to clearing by i 26.76 BLDG 1_(7y�C1 � xf6.P, 322 0 - FIN.FLR.=325, \ \ \ x70 heavy equipment will be required; 33' ` ?,$,04 WOODED AREA �', I X1114 33'75 C� ` 2. The Eastern Box Turtle: T 998 \ 2005 FRESHWATER WETLANDS t (o x1ft7 To minimize the loss of Eastern Box Turtles,any clearing at the site scheduled :r - x205.7 1 / WETLANDS AREA x�f•+6 ` BY C.W. BOWMAN, LAND USE ". 31 ' \ , 1'I \ \ \ ESI„ AFFIRMED BY NYSDEC from April 15 through October 15 will be preceded by wildlife surveys following the \ • ' X 16.54 x 1251 \ y x23.69 \ \I ` 1'99 LETTER 6/20/2018 protocol below: X 24.29 X � 23387 . 6 Z X\\\ � - x2670 • \, \K81•gS x19,90 �. x1273 196 a. Prior to the commencement of any vegetative clearing activity,temporary turtle X I < -� barriers(silt fencing)shall be installed around the limits of work and L K NIICI_EAN ASSOCIATES, P.C. 1 1 x14,72 xtt.j2 / 33,67 r �, CP 36 I X,8.97\ REMOVALS PLAN NOTES: p construction turtle surveys must be conducted during appropriate weather 328e VD Zp - ;' ';10CB 60D SET \ `I'"TP-1o`\ ,I \ ,, '7?�' X1317 I�"� - re- y gLONG ISLAND, NY conditions. 437 SOUTH COUNTRY RD., / 1. Refer to Sheet E3 -Erosion & Sediment Control -for b. Installation of the temporary turtle barriers must minimize vegetation BROOKHAVEN, NEW YORK 11719 0 72 ��\ I SILT FENCE- 00 complete construction activity& staging I Tel: 631.286.866 I ' x25tl7 � \\. X1s1MIT CLEARING ® \ Y p an 8 x17 YEAR FLOOD LINE y g g p disturbance. No clearing may occur outside the Limits of Work as shown on the S (LE, "LIMITS OF 2 �� X P \ x2666 / ,� ! (#171$� 0 X21 , WORK AKA TURTLE x1313 _ - / \ 2. Construction activities shall only occur from 7:00a.m. approved site plan page E1 "Conditions and Removals". x 28.9 x34.tls 3• '92.77, / BARRIER' 3 (/ 3253 1 / ; CP /�,-' xl x16.96 / //2�, F SITE) to 6:00p.m. on weekdays and Saturdays; C. The bottom of the silt fencing must be buried in a 4-6 inch deep trench.The X 28.97 (OFF- trench must be backfilled and compacted. If it is not possible to dig a trench, W-14-04• B GOD SET 3. No construction activities are permitted on Sundays, then the bottom of the barrier must be affixed to the surface. / / /•. I j( " �� I Q• CP aat 182614.44- 12 BLACK CB 600$£T x,6,5, 1\, x1775 9tl ear-round, or the following holidays:CK LOCUST � X26.,9 X15+° -'' cP a , y g y d. The silt fencing must be composed of at least 2 1/2 feet of vertical barrier CB 60D SET F' n above round.Once installed,the barrier shall be taut between the stakes. \1) x31.90 \ `frP 78°1 _16 ` 14 1 /x i New Years Day Slumps or loose materials will undermine the effectiveness of the barrier. No VINEYARD VIEW 157597 X ' I X x,825. I, OD Rlyxol., �' Memorial Day hay bales or other backing material shall be used. NORTH ROAD M3,.12 ,f,5 �� BLDG 2fiYISg'jB --18 / / e. The limits of work must be encircled completely by the silt fence to exclude 33tl7 f' \ x16.13 x1927 X26•so / eB1$�) CONSTRIJOSON i x19.19 Independence Da JulN.Y. Y x309, FENCE IN& A /l/ 483 4th p y ( y turtles from entering the area, but able to be opened for equipment to go in and TOWN O F SO UTH O LD, N. I . 11939 xM..31 \\ 0� x20.86 X2°.6, `\ u,o ) out during working hours(and closed again at the end of the work day). " 2 / Labor Day f. The turtle barrier(silt fencing)should be installed immediately prior to the I ' 933 I 4 I I 1 xf9M / ' I / x 2580 x,Y,.12 ._-7(,8.05 x 1 4 \ Thanksgiving 3..?. / , required survey. '• �;: .'- P 28a t g. The biologist leading the survey shall inspect the barrier and facilitate n ! , x 2260 x Pt.84 I � ,i -� / � � \ \ X 8,73 9 g Y P any ,/ B %34,32 \ Christmas Da repairs/alterations necessary to ensure the integrity of the barrier. f NO,83 / x 18.77 / X 2249 \ y X 2519 x 2273 I x31.45 i \ x23.85 ,/ , ` \ ,'�;,.;":.. %< " X pB.91 ® x,1.61 h. Turtle barriers may not be removed from the site until that phase of the project -i '' % j \ / 20.9° '` /:iii., '/�/ I I x \ \ \ \ P P 1 ii''::; w \ TP-6 m SC F is complete and is stabilized by vegetation. ti "",; '' i. Routine turtle barrier maintenance is required during the Turtle Active Season t • \, \ x 27.40 *2LJ x 21.85 t.s2 \ I !_?2 ----- \ `\\ 4.50 x8.04 ,� X r \ \ - \ X00 CF (April 1 st through October 31 st)-Once per month a person familiar with barrier ' ""`"" € \' 'N/F VIL=E - - X2173 27.13 \ *19.,3 `. ,�0O,c. maintenance and installation shall inspect the barrier and facilitate any repairs or 3367 x34,7 219- 30 -� �x OF PINPORT ,, - - , \ c p ��,,.,,�,,,, ........... ..,.w ` ?, -,i's 2797 X2125. \ xl7ss '°x783 ' 70 �� alterations.The turtle barrier should remain taut between stakes and any holes along i x3120 (SCTM 100=040.00-03.00 x222° rP-6 ' B 1 x30.38 ` \ -001.000)X2107 (#B18- ® '/ 22 \ \ , �OjFtio the bottom repaired. X2.552 \ \ ® x 21.73 x 20.9 a I' 3a. 25 X3„2 \ \ \ Outside the Turtle Active Season(November 1st through March 31st)-If the \ \ ` •,7 barrier has been left in place over the winter months and construction is on-going, a \ . \ x2.?63 FIN.•ftR-- -� BLDG.4(TYPEA) X a1s \ 1 x25..75. \ \ r' E Fl-N FSR WOODED AREA ` �t'�LANDS NON \ ♦� biologist shall conduct an early season inspection in late March or early April to :. X /4 X 3294__ 1 x 275.9 \ O X WETLAND com e E�' AREAi386UFFER 8'05 facilitate any repairs or alteration necessary for the barrier to function for turtle PFA!ieiAT6 D[YFlO PM FN 7,CO"ei YUCTION t MANAYEM8N1 I ° 34,6 i a�5 x 3 3312 2__-_ ,\ \ 2Q ® x 19.27 23�25� `,\X 22 (TYPICAL )\ M 3114Qx3.4(#eta -1) ® ! x3f62 I •a �6 \ \ \ x19Z,? \ I BLDG,6(TYPED) ) .35. P� x19.05. ------_-- �2 protection.Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife 0 i O x2320'\, FIN.FLR. X713 �� 4.35 CP 25 x 1902 34.6 �q X78.50 I I EL._ *,,.6, biologist with experience locating wild box turtles. CB 600 SET I Iry \ \ \ x,9.57 20A1 x22.03 23-�25� x 21,04 I / B.OS 30" ® x32,86 x2607 x21.08 ^ SILVER MAPLE'S x21'" * \ QCP 7 2 X6.64 I. The survey effort required must equal the following:area of impact x 4 seal �� p� 34. �� 33 §3.43 ' x3014 x21 17 \ \\ \ x20 QCP BS (#648-4) x19.16 \ CB 600 SEr /� _ / \ X19.29 CB 600 5.£r I I \) \\ 739 person-hours/acre total person-hours of survey effort. ' 34.11 349 t 30" SILVER I TP-T x2a49 m. Timing of survey 1_ MAPLE J�31.99 \ x2�'.6r \ \ x1747 x1378 x 1921 20.45 �.._. � 3381 34.7 '� 1y4.46 / i _ 20_ I - - �" - '� \ 27 i.The survey for Eastern Box Turtles must be conducted immediately W x 29.84 I X 26.62 - (#818-7) _ / \ -FTP-5 O FIN.FL�9 0, � ` '-'� / preceding clearing activity. � =` - (#818-5) / x195.0 x19.60 eT ,_- vi 5 X20.79 X2°•Bo \ - , ii. Surveys must be conducted at the time of peak activity for turtles,to the y j 1 x2690`� 79.64 - \ , / greatest extent practicable and as advised by the herpetologist. .� C Q e x34.36" SILVER MAPLE �� ?� x2033 " x1553 777 �' n. Any box turtles found during the search will be captured and relocated to an F4P 10FV O x X34. % ,.z� / x,b.70 •\ I� / > 1X29.77 ' WOODED ARtHdd 26--_ - x19.82 % X15,07 , •� \ undisturbed area on the property as far from the proposed clearingas 3531 C 36.10 - - -- _.-. x34.89 fCP / ' Xla 4 Possible. U E x 27,76 x 28.98 A CBSEr BLDG.-p) i x 14.53\ .. ;, _ X x 3F>3,ki x 2°.59 TP-3 x 79.42 , I x 14.48 - {.:.». X \ X{4. 7 I X7ss 0. Documentation and results of the survey must be provided to the Planning "77 `'` CP 27 1 ,30 '28 X27.44 \ (#B18- IN.FLR. - x7865 i I �, I ` - , :.i'*• i' 35,4d CB x35 I ' Ems•= x,767 x15.33 X'3`i' \ `� Department as soon as issued date description cn / I L,5 / / 29.92 x2875 I 23_25 i \\ i p possible after com completion and rior to clearin \ P P 9 p �$' 1 2-23-18 SITE PLAN APPROVAL • x 34.66 Lx #351 I 4Bh, 'f 1 -- 28-- XPa.a7 --- _ LL I i f r X x267+.__.-- x2592 x117.©9 SILT FENCE-CLEARING `x,1'59 \ 857 3. Northern long-eared bat: � ' /✓ ', 7 �- \ xzz3a \ `' ,18 X14.°8 XIZ1s- /// LIMITS (LE. "LIMITS OF 2005 FRESHWATER V �� ANDS BYj ` / Correspondence from the New York Natural Heritage Program(NYNHP) 2 5-23-18 BORING LOG#AT TEST PITS ��� \ x 2305 J - x 17.52 WORK x 14.58 " 'SASSAFRAS; I I x $ SASSAFRAS I N ` xP52�LDG.5(TYPE A) X21,45 *,79° BARRIER" 3TURTLE / indicates that no agency records currently exist for northern long-eared bat I v " \ ) X 512 C.W. BOWMAN, LAND USE ESI„ ` 0 , 3 7-19-18 2005 WETLANDS DELINEATION 3534 } 977 FIN.FLR.EL.=25.15' (Myotis septentrionalis), however,this is not a definitive assessment on the L`'I a I ° � / x28.00 � \�=-- I / '' © b ,A FIRMED BY NYSD�C LETTER � x13.91 LL_ `° X 27•'' 20 2018 *12. 711 current or future use of the site by the species.To minimize loss of northern 4 12-10-18 ADDRESSED 10-2-2018 TOWN 3bw6.46 3398 6 i ' / ` \_ long-eared bats,the following actions shall be taken: pcP 16 N ® X{B.aB Wff�4NDS AREA COMMENTS x35 i / I x276, CB 600 SET xp4,76 x237, x 4.,1 X277 x2,.22 �'� x7,.23 ` \ \ a. Trees around the perimeter shall be preserved within the buffer shown on the 5 12-12-18 ADDRESSED TOWN COMMENTS 00 � 14"SASSAFRAS � •` I, � __ 6'24 \ site plan; 35.7 " ! ,' \ ') x 765.0 x3,.25 SILT FENCE-CLEARING �P2� X1558 X15,0 ,r� x1233 ` x171 6 1-3-19 ADDRESSED 12-17-2018 TOWN (6 1 1,2 SASSAFRAS EARINc x21.77 CONSTRUCTIO Xf4A3 /' , X7.06 b. Trees capable of providing roost trees within the development area shall be x31,8 2526 LIMITS I FENCE x15-33 preserved to the greatest extent practicable; COMMENTS o CR 2� 562 15" SASSAFRAS Q (I•E• LIMITS OF �''! � • ' j 4.81 WORK AKA TURTLE x 2562 I ``,._ CP Biz ` X tan , �', ® X 8.93 1 X32.10 _ / TP18-2 \ X7.08 c. A wildlife biologist experienced with finding bats will be deployed on site prior to 3.a� f / ,e.o7 `96 WORK _.-- ) c6 600 5.£r X3347 � /�` x2396 ` X -_ I ' � x16.73 X22.95 _ p \ TP-1(#TP18-1) "- -- - , X».20 ' an tree-clearing to s arch for an signs of bat roosting; x 1567 x 16,1, ___ �, _ � Y 9 Y 9 9; issued date description / /75 X2317 x2506 *P6tl, \ `� x16.7& SCP s x,322 \ B,z\ d. Avoid tree remov uring the pup season from June 1 through July 31. /o *355 3f x o 4„ SASSAFRAS *2''20 i -16 c6 600 SET ,K'3'6.�0 ! CP 33 12 ;' SASS / �'� 1 x 18.80 �X leas 3 5.2 c ser 1 Q" SASSAFRAS / x24,98 / X2398 xP�42 I t ` I v '/ % \ `l * x 1743 ` ® o o , 12:' SAS AFRA / �' X2358 x22 CONSTRUCTION x x,7,bS' X49.36 x17.17 \ I X10.5 x6.2° M 15 SAS 28.°4 \ \ x 15.84 x 1276 1 f I 1O„ AFRA 12597 \ X24g2 CP 17 \ \ B3B9 - V x,752 X7 9 ,J�� v *35- " S AFRAS / r ' CB 60D SET x2,.21- / , l x78.44i\x\ 1 e.s2 12 AFRAS'' I x24,05 -- o I 8,Y SASS ERAS r. X229, ` - _.-_ -- x23,7 / \ ' r XI x 18.34 x 1332 X B.BB ` 1 ' r \ ,r x 12@8 \, w v 12. AS/T\FRAS x 2 175 *�3 � X 1735 I \ _ y X35 22 BAS i x2537 x23.65 �' 3 X19.64 \ \ I , -`+k74 "/ BLAC LOCUST x2360 x17.57 \ X1704 MOA vii a 7 LOCI) x IR33'I O "� ST 2x.44 � ` �z21,98 / / \ x18.32 \\ \`� 1 Moir r 6/" SASS, FRAS X .33 � x .14 3,: S S A x 24.66 x L x&82 x 22f! J \ 47 S FRA ._- I x 10.73 XT S X 18.92 2369WETLANDSS i C *362 X3S.a '' \'\ ; x22.41 / / x1727 \ \ \ - NON \\ X1599 \x)4,17 �, / DISTURBANCE Bf9fLR N a a 4 SAS „ BLACK x2255 (TYPICAL) r i r, LOCl1 x234 x16.17 x18.89 TYP �' ,-� x18.81 x!7.13 o ! S FRAS x24.4 WETI fjNDS AREA // x2217 ,-`L X,6.8, x77.85 \ f x9.50 GENERAL NOTES: ; i 4 x 34,G6 / /\ __'' / / \ x 18.03 i 17.65 \ �' O J - �� >f 36.62 0 34.92 x 30,39 1 x P1.89 \ \ *.26,01 x22359 \ xt9.tb / / title 38OFi3.3t`, �� , 19.71 x1819 \ .\ I r x854 1. S.C.T.M.# 1000-040.00-03.00-001.000 / 2. ALL PLAN COORDINATES ARE BASED ON THE LONG EXISTING LJ_ �� 010 x2702 r ' / - , x18.87 - `x1592 I x t '.�' //2279 x14J6 / , �YV X1782 1795 ��I pc� ISLAND ZONE OF THE NEW YORK STATE PLANE � ON f f.D, 6 CP 1 1J 6 X19,13 / x,920 \ �^j� / COORDINATE SYSTEM (NAD 1983). v --- , � tl A CB 600\SEr Q 7527 t 5 39 \, x2752 `�*`'8'79 , - CB 600 SET , X,5-;84- ;' x10.4 3 UNAUTHORIZED ALTERATION OR ADDITION TO THESE CONDITIONS / 9.45 \ X23.66 / X959 DRAWINGS IS A VIOLATION OF SECTION 7209 / x16.23 16��x7580 r - x18 x76. CP 4 ` �- x39.34 r i /l/ / 16+ MON, FND. - % _ - \`\, lNQODED AREA X1B.4s __CB'60D SET �, ;X,392 I I SUBDIVISION 2 OF THE NEW YORK STATE X1827 EDUCATION LAW. " REMOVALS� � �� ���" / /X °"�6 � ��QQ *2321 ' x185.7 '" -'' , x1339 \ x]717 , XI,zO / / '/ �j�I X,,,eo 4. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. x`18.42 \\ x2556 `, P 13 'x,5.76 , x1528 CP 18 X72.77�_ %1 / ( STANDARDS. 0 � 'B r x15.15. �� 5. VERTICAL DATUM IS BASED ON NAVD 88. / j 30 / _� / x/5.02 CB'600 SET , _ _x14,07 SC,. / i 6. HORIZONTAL DATUM IS BASED ON NAD 83. \ ' x1357 - - 3 X3a80� , x79218 _' x15.55_ WETLANDS AR - - ,6 X18.23 X11.46 7�1 \ _ / x15.07 ,9C� J\ 0 7. COPIES FROM THE "ORIGINAL OF THIS SURVEY !� O0 F " N x3718` z9n I I �' _ __ x17 NOT BEARING AN "ORIGINAL" OF THE LAND +' 617 x2387 x21 I y ,p SURVEYOR'S "INKED SIGNATURE" OR "EMBOSSED v / , \ 1 x19.72 x18.78 x1741 \ ,•,� / 0 -v x15.11 O , N A X1567 x16.42 ® 1 � !� X 11.48 \ X,780 ,O.B? /� O (/��� `\ I 1 `cr� ' x lo. x,827 / N/�O^ �O` ^O `, /1•�N /1 N SEAL" SHALL NOT BE A TRUE AND VALID COPY. drawn b Q 3062 , \ , _ / ` '"� / � / 8. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF Y LMY T x 37.2^ '� / x 25.07 / '-�✓ X 14.32 __�! x 4.54 \ �� \ * / L �,\ ' x /I ,77" \, x16.32, L_ X�B.62 ,' / x16.50 N F �� x1566 x9.53 \ ,�O/ ��� �' 7 9. TOWN OF SOUTHOLD ° x2061 / � L � �� 0 NOV. 13, 2017 8Y L.K. McLEAN ASSOC. P.C. _ ��� , J ZONING CLASSIFICATION checked by: CFD Q ' o VILLAGE OF GREENPORT o (SCTM 1001- "�►�' �+ X91a w'4''S , i/ 10.UNDERGROUND UTILITY INFORMATION SHOWN WAS E n \\ � , X1937 01.0-07-01.1) 564. ,` \ 1k11,95 - -- _ X30 ^, i x/969 X1532 64,151 ..- x,1.56 pCP\3 x1353 -- x14.09 * ' / ;� OBTAINED FROM RECORD DATA AND FIELD scale: AS NOTED j ^ G , � CB dfzfl'1gEr �� LOCATION. o project number: 17106.000 Cl) `r'r X 1252 �• _ X1245 3 V.-fo \�I L_ ,' \ \ x,1.31 J / as0 -"ia.ttl / 110,99 X1a.2s _ RECEIVED sheet number �r , 29,91 O �oo LOO I r / O O O Leel THE EDUCATION LAW OF THE STATE OF NEW YORK . Feet JAN 0 4 2019 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N (o ;t IN THE DRAWINGS AND/OR THE ACCOMPANYING O OSCALE. � SO1 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION O - OF A LICENSED PROFESSIONAL ENGINEER, WHERE l� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL OUt 0 Town Planning Board ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE El THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) Foundation "„ _. .. .F FaUndatMon ��" ',Foundation �� _.,Foundation ""�°µ+`�Foundation71 °° Design PEC, Design P.C. Design,P.C. Design,P.C. MDesi n,P.C. r` :r SOIL-EEDROCK•GROUNDWATER SOIL•BEDROCK-GROUNDWATER SOIL•BEDROCK•GROUNDWAIM SOIL BEDROCK•GROUNDWATER SOIL•BEDROCK•GROUNDWATER _ 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 ` Praject No. 4402.0 Page 1 of 1 Test Pit No. TP18-1 Project No. 4402.0 Page i of 1 Test Pit No. -iP38.2 Project No. 4402,0 Page 1 of 1 Test Pit No. 618-3 Project No. 4402.0 Page 1 of 1 Test Pit No. 618-4 Project No. 4402.0 Page 1 of 1 Test Pit No. B18-5 Project Name Vineyard View,North Road/Comty route 48,Southold,New York Project Name Vineyard View,North Road/County routs:48,southold,New York Project Name Vineyard View,North Road,County route 48,Southold,New York Project Name Vineyard View,Nortfi RoadJCounty route 48,Southold,New York Project Name Vineyard View,North RoadlCounty route 48,Southold,New York fig. . ...,, Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14807 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conger Realty LLL,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 ,'I 31D, Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy 130s Technician T.Beyer w . Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-1$ Completed 1 24 18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay erial Backhoe Subcontractor Terry Contracting&Mat, s Equipment CAT 3250 Excavator Backhoe Subcontractor _Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equi enc CAT 3250 Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 3250 Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 3250 ExcavaLTx •,. + �" pm Depth Depth Sail and Rock Classifications ' Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Below Sample of Below Sample of Below Sample of Below Sample of Below Sample of Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks TOPSOIL 0'6" TOPSOIL 0 8" TOPSOIL 0"8" TOPSOIL 06" TOPSOIL 0'10" ,. Firm tan-light brown moist SAND,little m-f gravel,trace silt Firm tan damp SAND,trace m4 gravel,trace silt Loose tan-otange-brown moist SAND,trace m-f gravel,trace silt Loose tan-light brown moist SAND,trace c-m-f gravel,trace silt Loose tan light brown moist SAND,trace c-m-f gravel,trace silt 325 Wireless Boulevard, Hauppauge, New York 2 2 2 2 2 11788 Phone 631 300 1010 30" _ 2'6" owner/developer: Firm tan-brown moist SAND,little c-m-f gravel,trace silt Firm tan-brown-orange moist to wet SAND,little c-m-f gravel,trace silt CONIFER REALY LLC 4 4,0" 5-1 2'-4' 4'0 4 40" S-1 2`-4' 4 83 E. Main Street,Suite 600, Firm light grey moist SILT,little m-f sand,trace day Compact tan moist SAND,little m-f gravel,trace silt Firm tan-brown moist SAND,tittle m-f gravel,trace silt Rochester, New York 14604, 6 6 6 6 6 Site/Civil Consultant 80" Firm orange-tan saturated SAND,little silt,little gravel,trace clay 8 8 8 8 10'6" 10'0" 100" 100" 100" Test pit terminated at 1016" Test pit terminated at 100" Test pit terminated at 100" Test pit terminated at 10'0" Test pit terminated at 10'0" xo L K. MCL.EAN ASSOCIATES, P.C. Notes: Notes: Notes: Notes: Notes: LONG ISLAND, NY 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1, Sides collapsing upon completion 1, Sides collapsing on completion 1. Sides collapsing upon completion 437 SOUTH COUNTRY RD., Ps 9 Po P� p g P P�� P 9 up tN P g P P 2, Waterat80". ` BROOKHAVEN, NEW YORK 11719 12 3. Staked locations and elevations provided by L.K.McLean. 2. Test pit dry upon completion. 2. Dry on completion. 2, Dry on completion, Z. Water at 9'6 . Tel: 631.286.8668 3, Staked locations and elevations provided by L.K, McLean. 3, Staked locations and elevations provided by L.K.McLean. 3. Staked locations and elevations provided by L,K.McLean. 3. Staked locations and elevations provided by L,K.McLean. VINEYARD VIEW Foundation NORTH ROAD ' Foundation ' Foundation - Design,P.C. Foundation ro""Foundation Design,P.C. 'w' . Design,P.C. L-,Design,P,C. Design,P.C. TOWN OF SOUTH0LD, N.Y. 11939 SOIL•BEDROCK•GROUNDWATER r SUL•BEDROCK-GROUMWAIER SOIL•BEDROCK+GROUNDWATER Test Pit Log EXIST. GRADE: 21.62 SOIL•BEDROCY,•GROUNDWATER S0% BEDROCK•GROLNDWATER Test Pit Log EXIST. GRADE: 20.27 Test Pit Log EXIST. GRADE: 20.62 Test Pit Log EXIST. GRADE: 22.70 Test Pit Log EXIST. GRADE: 22.67 S Test Pit No. B18-8 Project No. 4402.0 Fa •�^"'" Project No, 4402.4 Page 1 of 1 Test PR No. B18-6 Project No. 9402.0 Pager 1 of 1 Test Pit No. 618-7 Project No. 4402.0 Page i of Page 1 of 1 Test Pit No. 61$-9 project Na. 4402A Page 1 of i Test Fit No. 618-10 Project Name Vineyard View,North Road/County route 98,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View Nor Road/`Countyu 4 South Id New York Project Name Vineyard View North Road/County route 4$ Southold New York Project Name Vineyard View North Road/County route 48 Southold New York `'�"uN, ] Y Y tin � $, 9 J Y , J tY ] Y /> - - kY my w c, x it Client Conifer Realty LLC,1000 Univers Avenue,Rochester,New York 19607 Client Confer Rea LLC, University Avenue,Rochester,New York 14607 Client Conifer Realty LLC, University Avenue,Rochester,New York 14607 Client Con ler Really LLC, University Avenue,Rochester,New York 14607 Client _Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Elevation Weather Cloudy�'30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy{30s Technician T,Geyer Elevation Weather Cloudy J 30s Technician T.Beyer Elevation Weather Cloudy/30s , Technician T,Beyer Date Started 1-24-18 Completed 1-24-18 Operator Say Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24.18 Operator Jay Date Started 1-24-18 Completed 1-24-18 0 erator Jay P R P P P F ;� ✓ .n Backhoe Subcontractor _Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor _Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor _Terry Contracting&Materials Equipment CAT 325D Excavator Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications r� - --��- .�,.,. ,, Below Sample of Below Sample Below Sample of Below Sample of Below Sample Of b,:. .?.», H/,,,,.,, .: P P P P p � k 'may.+ h % Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks TOPSOIL 0 8" TOPSOIL 110" TOPSOIL 10" TOPSOIL 06" TOPSOIL 016" Loose tan orange-brown moist SAND,little silt,trace c-m-f gravel Firm to compact grey damp SILT,some clay,trace course sand,trace Firm tan-orange moist SAND,little silt,trace m-f gravel Firm tan-orange moist SAND,little c-m-f gravel,trace silt. Firm tan-orange moist SAND,little c-m-f gravel,trace silt. fine gravel ■ 2 2 2 coni *IAL ESTATE DEVELOPMENT,G0N$1R0Ct10N is MANAYEtAENT S-1 2`4' g 30" 4 4 4 seal ��'� ?}1H l s� Firm tan-brown moist m-f SAND,little c-m-l' ravel trace silt. r / 6 6 5-1 4'-6' 6 6 V B'0" 80" $0" �/✓! i cit, N 8 8 Firm light brown-grey wet SAND,little c-m-f gravel,little silt Firm light brown-tan saturated SAND,little c-m-f gravel,trace silt Compact light brown wet to saturated SAND,little c-m-f gravel,trace is silt 0 J 1010" 10'0" 10,01, 100" 1010" t7m Test pit terminated at 100" Test pit terminated at 100" Test pit terminated at 100 Test pit terminated at 100" Test pit terminated at 100" issued date description C i0 10 5-1 8'-10' S-1 8'-10' L Notes: 1 12/19/2018 GENERAL REVISIONS M Notes: 1, Sides stable upon completion Notes: Notes: Notes: 1 1. aides collapsing upon completion 2. Dry upon completion. 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides collapsing upon completion LL_ 2, Mater at 9 E,", 3. Staked locations and elevations provided by L.K.McLean. 2. Water at 8'0", 2. Waterat80", 2. Waterat 80", U 3. Staked locations and elevations provided by L.K.McLean. 12 4. Standing water was observed adjacent to the test pit. 3. Staked locations and elevations provided by L.K.McLean. 2 3. Staked locations and elevations provided by L,K.McLean. 12 3. Staked locations and elevations provided by L.K.McLean. �I LI_ 0 I o = Foundation Foundation - � Design;P.C. �`," Design,P.C. �' Foundation 1 1 Foundation Design,P.C. Design,P.C. O r issued date description j Project No. 4402.0 Page 2 of 4 Test Boring No. B18-1 CONTINUED Project No. 4402.0 Page 3 of 4 Test Boring No. B18-1 CONTINUED Project No. 4402.0 Page 4 of 4 Test Boring No. B18-1 CONTINUED Boring Lag EXIST. GRADE: 32.09 Project Name Vineyard View North Road/County Route 48 Southo:d New York Project Name Vineyard View North Road Count Route 48 Southold New York Project Name Vineyard View North Road Courit Route 48 Southold New York c Client Conifer Rea 1000 UniversityAvenue Rochester New York 14607 Client Conifer Realty, 1000 UniversityAvenue Rochester New York 14607 Client Conifer Real 1000 Univers' Avenue Rochester New York 14607 3 Project No. 4402.0 Page 1 of 4 Test Boring No. B18-1 Elevation Weather Cloudy/30's Engineer T. Beyer Elevation Weather Cloudy/30's Engineer T. B er Elevation Weather Cloudy/30's Engineer T. Beyer Project Name Vine and View North Road Count Route 48 Southold New York Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis j P Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis C) Client Conifer Realty, 1000 UniversityAvenue Rochester New York 14607 DrillingCompany: Target DrillingCo, Groundwater:6'0" DrillingEquipment CME-75 Truck RigDrillingCompany: Target DrillingCo, Groundwater:6'0" DrillingEquipment CME-75 Truck RigDrillingCompany: Target DrillingCo, Groundwater,6'0" DrillingEquipment CME-75 Truck Rig +' Elevation Weather Cloudy/30's Engineer T.Beyer U o Date Started 1-2.4-18 Completed 1-25-18 Driller J. Loomis Blows Per Six Inches Visual Soil and Rock Classifications Drilling Company: Tar et Qrillin Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Ri Blows Per Six Inches Visual Soil and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications cN ample Depth N ample Depth N ample Depth Ft. 0"/6" 6"/12" 12" 18" 18" 24" Value No. Remarks U / / Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks Ft. 0"/6" 6"/12" 12"J18" 18"/24" Value No. Remarks 1-11 Blows Per Six Inches Visual Soil and Rock Classifications N ample Depth 9 10 Stiff grey moist CLAY,little silt,trace m-f gravel Very dense light brown saturated m-f SAND,little silt 'LLL Ft. 0"/6" 6"/12" 1Z"/18" 18" 24" Value No. Remarks 11 15 21 10 30'-32' WH 3 TOPSOIL 1'0" C: 2 4 5 1 0'-2' Loose brown wet c-m-f SAND, little sift, trace m-f 64'0" •N gravel 0 1 1 35 65 Very dense light brown saturated m-f SAND, little silt 95 0 r n N 2 4 3 2 2'-4' 4 0 13 15 28 50/6 50/6 17 65'-66` 5 15 18 Compact brown saturated c-orf SAND,trace silt 5-il Hard title 6'6" 17 24 32 it 35"-37' LL_ 18 25 36 3 4'-6' Very dense brown moist c-m-f SAND and SILT, little 23 24 m-f gravel SOIL BORING 45 40 69 4 6'-8' 40 7D 100 j 13 50 50 5 8 9' 8 li 38 50/3 50/3 18 70'70�^ 28 3911-1 LOGS10 , S-12 Stiff ' " 12 i6 23 i2 40'-42 40 44 79 21 loo'-ioz' 102 0 a 23 28 Boring terminated at 102'0" � 18 15 46 6 10'-12' S-6 Dense 13'6" Firm brown saturated c-m-f SAND,little silt,little 451 1 75 105 m-f gravel 0 15 10 12 5-13 Hard 7 12 S-19 Compact a 6 7 15 19 27 13 45'-47' 25 50 37 19 75'-77' CL 6 12 13 7 15'-17' drawn by: BRC 50 g0 110 RECEIVED checked by: CFD aD 20CL 0 10 6 13 20 24 14 50'-52' S-14 Stiff JAN 0 4 2019 scale: AS NOTED E 6 6 12 8 20'-22' Scut o Town project number: 17106.000 LO 0 54'0" Planning Board 2510" 55 Compact brawn saturated c-m-f SAND,trace f gravel, 85 115 25 Very dense brown Saturated m-f SAND, little silt, 11 13 trace silt i_ 28 27 trace m-f gravel 38 42 sheet number 21 25 34 15 55'-57' pm 31 29 58 9 25'-2T Notes: 50/4 92 20 es-86'4^ 5-20 cry dense _ 28'6„ Notes: Notes: THE EDUCATION LAW OF THE STATE OF NEW YORK O O Notes: PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O 1.Water at 6'0". 1.Water at 6'0". 1.Water at 6'0". 1. Dry upon completion. IN THE DRAWINGS AND/OR THE ACCOMPANYING cD 2.Bare hale backfilled using auger spoils. 60 2. Bore hole backfilled using auger spoils, 2.Bore hole backfilled using auger spoils, 1201 1 2. Bore hole backfilled using auger spoils. SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION /� 80 g g p g0 g g P OF A LICENSED PROFESSIONAL ENGINEER, WHERE LJ � O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N=No.of blows to Drive 2"Spoon with Ib.Wt. Ea. Blow N=No.of blows to Drive Spoon with Ib.Wt.30 Ea, Blow N=No.of blows to Drive L Spoon 12"with 140 Ib.Wt.30"Ea.Blow N=No.of blows to Drive 2"Spoon 12"with 140 Ib.Wt,30"Ea. Blow ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE ik C THE FULL EXTENT OF THE ALTERATION ON THE (NYS YSED. LAW SECTION2 d CONSTRUCTION TRAFFIC MANAGEMENT NOTES: \ PROPERTY - - 1. AREA SPEED LIMITS ARE SHOWN ON CONSTRUCTION TRAFFIC MAP BELOW. '\ / LINE (TYP.) \ 2. THERE ARE NO SCHOOL SAFETY ZONES ALONG THE PROPOSED CONSTRUCTION •�\ `. VEHICLE TRAFFIC ROUTE OR WITHIN 1,000' OF SITE. A SCHOOL BUS STOP AND /.� •o — _ _�/i OPERATIONAL HOURS ARE SHOWN ON THE CONSTRUCTION TRAFFIC MAP BELOW. Y' 3. RESIDENTIAL NEIGHBORHOODS ARE DEPICTED ON THE CONSTRUCTION TRAFFIC 1A Za MAP BELOW. STABILIZED ` WETLAND �\ \ / WET!_AND - - 4. CONSTRUCTION ACTIVITY IS ANTICIPATED TO OCCUR FEBRUARY 2019 THROUGH / ENTRY RUCTION BUFFER �' \%� r LIMITS, / • APRIL 2020. ACTIVITY WILL OCCUR BETWEEN THE HOURS OF 7AM-6PM ON �/ ^�\ �� I - •(?�'P•), - WEEKDAYS AND SATURDAYS. NO WORK ON HOLIDAYS DESIGNATED ON SHEET (TYP.) E3—EROSION AND SEDIMENT CONTROL PLAN. 325 Wireless Boulevard, Hauppauge, New York 5. TOWN PLANNING OFFICE TO BE NOTIFIED A MINIMUM OF TWO (2) BUSINESS 11788 ♦ �'^\ \\ (�\ i - / DAYS IN ADVANCE OF ANY SITE ACTIVITY AND/OR CLEARING. Phone 631 300 1010 j1 /J/ 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, SHEET E3—EROSION AND SEDIMENT CONTROL PLAN. Rochester, New York 14604 �S ORS \\ /�\ 7. PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE IS DESIGNATED AND DETAILED AREAS TO �) i i� \ \ �\ ON CONSTRUCTION TRAFFIC MAP BELOW. Site/Civil Consultant PROTECT & \ f �\ ��'`- ' P �p' \�.��G i CLEARING \ _•�'-'�► PRESERVE EXISTING R �i� LIMITS \ / 8. REFER TO SHEET E3 FOR SPILL PROTECTION PROTOCOLS i VEGETATION (TYP.) /,�---- & GRADES 1 \ �•� / 9. THIS PLAN SHALL BE PROVIDED TO ALL CONTRACTORS AND SUBCONTRACTORS I I' ^ / NON— DISTURBANCE '\ 1 ACCESSING THIS SITE. �` r i /"�_�'�•�� �� WETLAND FUEL J .� �� /.� BUFFER AREA 10. DELIVERIES AND DEBRIS REMOVAL SHALL BE SCHEDULED NOT TO CONFLICT WITH ' STORAGE & (TYP.) SCHOOL BUS STOP TIME RANGES, AND SHALL NOT BE SCHEDULED ON L K. McL.EAN ASSOCIATES, P.C. Z \ HANDLING PERIMETER SATURDAYS DURING SPECIAL EVENTS OR ON HOLIDAY WEEKENDS. LONG ISLAND, NY O ♦ AREA III \ WETLANDS— 437 SOUTH COUNTRY RD., /� g /�� •// R� . DURING TIMES OF INCREASED SEASONAL POPULATION (I.E. SUMMER, FALL, AND Tel 631.86.86 g YORK 11719 MOORE'S 1 1 DRAIN SPECIAL EVENTS), CONTRACTOR SHALL PROVIDE A QUALIFIED TRAFFIC FLAGGER y %� • _ (TYPTO FACILITATE ENTRY AND EXIT OF CONSTRUCTION VEHICLES AS NEEDED. �O % _ • _ ///_ - j 12. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND HANDLING, ETC. SHOULD BE PRE—DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL VINEYARD VIEW Q • ,/ BE ENACTED. NORTH ROAD � I i DRIVEWAYS � - � � ol (TYP.) - , ' TOWN OF SOUTHOLD, N.Y. 11939 bo . • ; • TOWN OF GENERAL NOTES: SITE MAP Room & S / s— 1� E...,'_• 0 UTH 0 LD G R EEN PO 1. SEE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS FOR WETLAND SURRISSURT > / RT PROTECTION MEASURES. - - SCALE: 1 = 100 VILLAGE LIMITSIle �� ` 0 100 200 2. SEE SITE PLANS AND NOTES FOR OTHER CONSTRUCTION CONDITIONS. Feet a conie r ,-,_ REAL ESTATE DEVEtOEMENT.CONSTRUCTION R MANAGEMENT NEW LONDON — ORIENT FERRY TERMINAL � seal OF NEW Yp MOORES LANE // ������0 G•�lByq�.�fx SITE LOCATION MAIN ROAD ( CHAPEL LANE CR 25 �� �,�� �`�J �� £0pR0FE55�°� +, a� issued date description o c ORTH GREENPORT 1 12-18-18 ADDRESSED I2-17-2018 TOWN �— (VILLAGE) 2 1-3-19 AOMSSD 12-21-2018 TOWN ROAD (CR 48) � ��'� GREENPORT K-12 SCHOOL o (720 FRONT ST, GREENPORT) of �l`,a C APPROXIMATE HOURS OF o OPERATION 7:30AM — 3PM o o`o SCHOOL BUS STOP (CHAPEL LANE & CR48) PICKUP TIMES RANGE FROM 7:30AM — 8AM issued date description SOUTHOLD DROP OFF TIME FROM 3PM — 4PM 3 LONG ISLAND SOUND v (HAMLET) MAIN MIDDLE ROA " ROAD 41 �1 v PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE (CR 48) CR 25 LEGEND luny . � �� .� �, ..� ., .,, 55 M P H J � Q) ,'✓ 50 MPH title SOUND AVE.LL. CONSTRUCTION CR 48) 45 MPH 40 MPH H TRAFFIC MANAGEMENT ' u E 35 MPH v NORTHVILLE TURNPIKE (CR 43) O ( PLAN RESIDENTIAL AREA TOWN OF SOUTHOLD a� BOUNDARY LINE OLD COUNTRY ROAD MAI CL 01CR 5 8 CR 25 R O A drawn by: LMY _ _ )_ _ L.I.E. _ \ checked by: CFD CL EXIT 73 RECEIVED R I VE R H E A D scale: AS NOTED (HAMLET) PECONIC BAY JAN 0 4 2019 project number: 17106.000 LO a CONSTRUCTION TRAFFIC MAP SoutFO-Id Town r�zp C: Planning Board SCALE: 1" = 6,000' sheet number p LONG ISLAND 0. 6,000 12,000' THE THE EDUCATION LAW OF THE STATE NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 5IN THE DRAWINGS AND/OR THE ACCOMPANYING O EXPRESSWAY (RT 4 9 5) OF A SU H ALTERATIONS LICENSED PRDARE SMADE. THE ENGINEERIONAL PROFESSIONAL SPECIFICATIONS, UNLESS ITS UNDER THE DIREC ON CTMI ENGINEER MUST SIGN, C THEFULL EXTENT OF THE ALTERATION ON RE ON THE DRAWI��W-SE IN THE SPECIFICATION NOTES: LIMITS OF BIO-SWALE C: o / STORMWATER IMPACT ON NOISE ODOR & LIGHT: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE FLOW 3 rrr 23 ter\ 34 ,20 � RETENTION AREA SITE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE E 1. Prior to start of any construction activity, notify the NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN Town of Southold Planning & Engineering Departments SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. =z EXISTING TREED g g• g p w AREA TO REMAIN +—��•,� — 427 T a minimum of 2 buisness days in advance. 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR UNDISTURBED LIMITS OF RAIN X38 Y a" VERTICAL e GARDEN � +►�+ SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR SLOPE .'. 2. Refer to Sheet E1 - ExistingConditions & Removals for FACE ; 1 ( ' STORMWATER SILT FENCE (IE. "LIMITS TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. RETENTION AREA OF WORK") 1.e, wildlife habitat protection measures to be enacted prior 3� 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO BEDDING DETAIL (TURTLE BARRIER) 30„ `r to site clearing. DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE fa,:. — WETLANDS / NON - Ipg pp, OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE ANGLE FIRST STAKE TOWARD st(VA�- DISTURBANCE BUFFER LIMITS OF 100 WETLANDS 3. Construction activities shall only occur from 7:00a.m. CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A S DRM LE/' ) �' PREVIOUSLY LAID BALE. °. - Y; t> VATE 3 AREA TYPICAL r;-•, AR RRETENr —.- Ab___-___ ( ) BUFFER \ \ ` to 6:00 m. on weekdays s and Saturda s; WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED w ,,: \, 1^ EA.SW4 '. -- _ p• Y Y �� {..:, .:;". a,r. " ,,. :: ,,,.,... OPEN SPACE PROVIDED \ OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. FLOW ' ;,. ''g\ 4. No construction activities are permitted on Sundays, CONSTRUCTION (TYP,) 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL - FENCE year round, or the following holidays: MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. E I 1 New Year's Day r I I r y ?b t,!. , N 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL /-� -- �1 I ' PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE `''fir% �- BOUND HAY BALES 325 Wireless Boulevard, Hauppauge, New York Memorial Da 311d, ` 7) 1 17 \ Y SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; ��^� PLACED ON CONTOUR 11788 I (3 L 'I m1 e Independence Da Jul 4th I - Yt(July4th) _ RESIDENTIAL i; LONG ISLAND SOUND , VACANT PROPERTY __- - - - - _ I MOORE' S DRAIN a F RESIDENTIAL -- N/F MYDON RESORTS INC. h.. (SCTM#1000-40.0-03-05.0) -- RESIDENTIAL -- (EASTERN LONG ISLAND SITE HWASTEANDLING & / / �'- KAMPGROUND) 0 \ LOCATION 325 78Wireless Boulevard, Hauppauge, New York MANAGEMENT --- _ _ i Phone 631 300 1010 1J) owner/developer: CONIFER REALY LLC 83 E.Main Rochester, NewtYorktl4004 N/F SAMIR ATTIA �' z \ �h�roN� (SCTM#1000-40.0-03-02.0)�° --- 100 YEAR FLO0D LINE Site/Civil Consultant N/F LUCINDA BARNES / VACANT PROPERTY -(SCTM#1000-40.0-01-21.0) -- - __- __ (OFF- SITE) \ �P RESIDENTIAL --- o - \\ - o \ KEY MAP N/F KENNETH \ --- N - - - �� oo \ ii _ / ZAHLER \ \ -- h SCALE: 1 - 800 / (SCTM#1000-40.0 -- �� \ -01-20.2) � L K NIcLEAN ASSOCIATES, P.C. / � -' `' N/F VILLAGE OF GREENPORT \ LONG ISLAND, NY / i /- �• O 437 SOUTH COUNTRY RD., _ (SCTM#1001-01 .0-07-01 .1) \ BROOKHAVEN, NEW YORK 11719 RESIDENTIAL /. N/F WINE COUNTRY / � - - N \ Tel: 631.286.8668 / PROMOTION LLC. (SCTM#1000-40.0/ 1 -01-20.1) // • f� \�� ..__ _-- /-, r`=•mal_'®'.._.`'-' /•�.1. l® I RESIDENTIAL / 0- 71 . �- I''----- I i VINEYARD VIEW 00 0 t I PE����N� ~�-.-_ _...--'' i.� . , .,� ® I NORTH ROAD ` I � N/F DONNA CAMPBELL I G % ~'�. - ® / I TOWN OF SOUTHOLD, N.Y. 11939 (SCTM#1000-40.0 -01-16.0) VACANT PROPERTY \ 6�°�1 `� P 6 \o. " :.,. N/F DONNA •� ° _ °�, / \ '�",�.,• ..a°'� °\�G .rN eF'•°\CSG .�,..--- / j -// :; ,i��"` /V,. CAMPBELL (SCTM#1000-40.0 \ 3 •,� 0 ab `/�/ _ .i'� �. '',:,;. ' -01 -19.0) N/F LAURENCE LOSCALZO RESIDENTIAL (SCTM#1000-40.0-01-15.0) /F ANNE WALSH \ VACANT PROPERTY \ 5 11 G° �.� - 2005 FRESHWATER (SCTM#1000-40.0 \ \ L� / 0 10 °��o"' �•, / WETLANDS BY C.W. / -01-18.0) \ i \ Nom _ , / �``� 000 -�""'"-..•-_.. �%/' ® BOWMAN, LAND USE ESI„ / r RESIDENTIAL \\ s G�`�` �� o ""; ': / AFFIRMED BY NYSDEC a� ,� I ® / LETTER 6/20/2018 / c o n \ q. N ,� fit" ,�..w..���r"".+..w,".ati�"�_' • / GEAI iiTATi Oi VitorMBNT, CONiTiUCTION♦MANAO iMiNt RESIDENTIAL\ N/F TIMOTHY QUINN \ s N• \�°`��P ( o/ ```..� I / SCTM#1000-40. \ (SCTM#1000-40.0-01-14.0) -01-17.0) ,/'/ WETLAND BUFFER AREA / N/F VILLAGE OF GREENPORT / seal N/F RONALD E. \ RESIDENTIAL \ - '�,�\ f / (SCTM#1001-01.0-07-01.1) / SPILLANE � \ � VACANT PROPERTY o, / \\ /F JOLYON F. STERN \ / ' a j / I I ,-'� / OPO / -a \ (SCTM#1000-40.0 ?j �'•' ., - // ®-_ _1 / 11 a T O O \ -01-13.0) +,I \� RESIDENTIAL E \ /F KEVIN MANNIX \ ' / 35A ,• ® / / �..F�SI:i o \ (SCTM#1000-40.0 �00; \ J / -01-12.0) GO 0 2 issued date descri tion RESIDENTIAL/ /NO S\SEN / , / - /l p °) \ P'Q\ RO 11 \ �O �� , ® -- / 1 7-19-18 2005 WETLANDS DELINEATION , -- 2 12-18-18 .ADDRESSED 12-17-2018 TOWN ��0 \ DRIVEWAYS '` - / N/F VILLAGE OF GREENPORT -- / .100 COMMENTS / \ / SIF �F E��p•�`° / / \\ (TYP.) I (SCTM#1001 -01.0-07-01.1) --- / i - - LL- o / \\ R N/F KENNETH FRIEDMAN o (SCTM#1000-40.0-01-09.0) \ / o / RESIDENTIAL \\ \ ® .°°° issued date description N/F ® e, / / \ / DOROTHY A. 3 \ / YOUNG ® / i10, o \ (SCTM#1000- \ TOWN OF - \ 40.0-01 / - o \� -08.0) N/F THOMAS \ ` SOUTHOLD ZOITAS o / \ RESIDENTIAL / RESIDENTIAL ♦ _ GJ �LP_Q��'- 'a. \ - - - - -� oo / N/F SAN '�. 100 YEAR \ FEINBERG MICHAEL N/F KIMON e VILLAGE LIMITS s SIMEON BY THE ` FLOOD LINE (SCTM#1000- i ' (SCTM#1000- � RETZOS O ` SIO JOHN SOUND INC. e C \ 40.0-01 40.0-01 o SIOLAS •� \ -07.0) -06.0) e (SCTM#1000- (SCTM#1000-45.0-02 (OFF= SITE) 45.0-02 10.4) VACANT PROPERTY r \\ SCTM 1000- /F DONN ` -01 .0) N RESIDENTIAL 40.0-01 / \ °' \ i -05.0 GRZESIK ` title SITE Ll- / \ ) RESIDENT \ RESIDENTIAL � / 41 DEVELOPMENT RESIDENTIAL VACANT GENERAL NOTES: �CS� \i N/F N/F JILA i ` / PROPERTY PLAN \ STEPHEN SHARIF N/F JERAD \ �7 1 . MASTER PLAN LAYOUT REVISED FROM DRAWING FILE �/O GRZESIK - INSTITUTIONAL 3 "X-Master Plan.dwg" BY BEATTY, HARVEY, COCO , ' MOTEL CORP. (NURSING °1 ARCHITECTS, NOVEMBER 29, 2017. �� , '(SCTM#1000 -- - - - - - -- - - - - - -- HOME - SAN a 40.0-01 (SCTM#1000- - � SIMEON BY (SCTM#1000- 40.0-01 ° THE SOUND) 2. SUFFOLK COUNTY REAL PROPERTY TAX MAP # -04.0) 40.0-01 / drawn by: LMY DISTRICT 1000, SECTION 40, BLOCK 3, LOT 1 . O RESIDENTIAL -02.0) -01.0) RECEIVED checked by: CFD o RESIDENTIAL JAN 0 4 2019 scale: AS NOTED E a 3. APPROXIMATE PARCEL PROPERTY LINES, OWNERSHIP, COMMERCIAL L° PARCEL NUMBERS AND GREENPORT VILLAGE LIMITS ARE (SUNSET sout o town project number: 17106.000 a FROM SUFFOLK COUNTY REAL PROPERTY TAX MAPS. \ MOTFI 1 \ Planning Board N 0 200 400 sheet number 4. LAND USES FROM 2016 TOWN OF SOUTHOLD LAND - 0 USE MAP (GREENPORT WEST) & N.Y.S. 2016 DIGITAL a;; Feet THE EDUCATION LAW OF THE STATE OF NEW YORK O O O O RT H O I M AG E RY. PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING » i SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION SD1� SCALE: 1 = 100 OF A LICENSED PROFESSIONAL ENGINEER, WHERE O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 5. SCHOOL DISTRICT #10 (GREENPORT UNION FREE S.D.) ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION -3j (NYS ED. LAW SECTION 7209-2) d OPEN SPACE SITE DATA: 17.2 ACRES TOTAL SITE AREA ' (749,232± SF) 13.4 ACRES BUILDABLE LAND (PER 280-4) '`. �' '``:;t•.,V. `:�:�' (577,644± SF) (SITE AREA MINUS WETLANDS AREA) I � I, x % x S 23 ` f x x x x x x x x x °34 120•, X % x x x x x x A XXxX x x x x x x x x x x x x % x x x x x X30% OPEN SPACE REQUIRED (PER 280137.A/(6))x % x x x x x xI TI CT E,�Dx x x x x x x % x x x x x ,427E 'o RMAIN 3 (4.02± ACRES) , xX. xxxxxxxxxxxxxxxxxx c� X x x x x x x x x x x �`1NihiS'1'U1`2BtD C< i L, X x x x x x x X X x X X X X X X X % X X X % X % X X X X X X % X % % X X x % X X X .' 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NY X X x % X X X X X X x X x x x x x x % xxxxxx X % x x x x x x f O o x x x x x x x x x x X x x x x x z x x x x x x x x x x x x x x x x x x x x x z LONG ISLAND, U N� � 437 SOUTH COUNTRY RD., X X X X X % X % X X X X X x X X x x X x x x x x x x x x x x x x x x X x X x x x X x x x x X , —_ �iy SITE LEGEND: BROOKHAVEN, 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 z z x x x x x x x x x x % x x x x x x x x x Tel: 631.286.8668 1' x x x x x x X X x X x x x x x x x x x x x x x x x z x x x x x x x X x X x x x x x x x x x x x x \ xXxxxxxXXxXxxxxxxxXXXXxxxxx % XXXxxxxxxxxxxxxXXXXXx _ --•— PROPERTY LINE X X X x x x x x x x x X X X X X X X X x x x x x x x x x x x x x x x x x X X X X x x x x x x x x t `y, xxxxxxxxxxxxXXxxx % Xxxxxxxxx % XXXXXxxxxXXXXXXXxxxxXX \ 10 PROPOSED CONTOUR O BLDG.2(TYPE 8) x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x ♦q FIN.FLR.EL.=23.25' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x — i BENCH (TYP.) �lcxxxxxxxxxz % xxxxx % XXXxXXXXxxXXXXxxxxx xxxxxxxxx XxxX 11 EXISTING CONTOUR VINEYARD VIEW O TRASH RECEPTACLE (TYP.) x x x x x x x x x x % x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x NORTH ROAD % xxxxxxxxxxxxxxxxxxxxxxxxxxxx x xxxxxx xxxxxxx % �_ �.�A—? EXISTING WOOD LINE I ` x x x x x x x x x x x x X X X x x x x x x x x X X X % % X X % % X X X X X X xxxxxxxxxxxxxxxxx S /NG x ; xxxxOPENSPACExxxxxx ♦ TOWN OFSOUTHOLD, N.Y. 11939 x x x x x % X z X x x X R TOR gROE ♦ PROPOSED CONCRETE CURB f. - FTEN MWgT N , 306,117 +/-SF x x x x 0 ° ® ® X /ONq PR (7.03 ACRES) x x x x x x x 0 x"SiQ�c x R� X \U, O ! ` f�� X X X x X X x % x X X % x X '� PROPOSED DRAINAGE FLUSH \ FLAGPOLE (\11 l� WITH PAD l x x x x x x x x x x x x x x x INLET PLAYGROUND x x x x x x x x x x x x x x x xkP fI \ 1 O !J € 1 I X X x x x X x % x 0 ____, XxxxXxxxxx % % % XXxXxxxX `Spm, ® PROPOSED CATCH BASIN 1 x x x x x x x x x x x X X X x x x x x x % 1,7777-17 7 O xxxxxxxxxxxxxxxxx % xxxxx PROPOSED ; O $ NUMBER OF PARKING STALLS i TRASH BLDG.3(TYPE B) BLDG.4(TYPE A) x x x x x x x x x x x x x x x x x x x x x x x x I FIN.FLR. x x x x x x x x x x x x x x x x x x x x x x x z x RECEPTABLE (NP.) LAWN FIN.FLR. 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REAL E67ATE DEVEkOEMENT,CON6TR6C710N t MANAGEMENT X X x X X x % X X % X x x x % X X X X X X X x x x x x x x x FINISHED FLOOR ELEVATION rA �)1 MA LBO ES ❑❑❑❑ T _ % x x x x x x x x X X x x x x x x x x x x x x x x x x x x x x x x x MAILBOXES / xxxxxxx x x x x % X X X X X x x x x x % x X X x X X x x x x x x 6> PROPOSED ELECTRIC ( P') 4 HT. ❑ ❑ — / x x x x x x x x x x x z x % x x x x x x x x x x x x x x x x x x x x x x x x j �„ i ❑ X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % x x X x X x x X X �� TRANSFORMER seal I ORNAMENTAL ❑ '��' Dlej �� B1 �2ACK FENCE (TYP.) ❑ ❑ x x x x x x x LIMITS OPEN SPACE c x x x x x x x x X x x x x x X X X x x x x x x ♦ \ ❑ ❑ Q PROPOSED DRAINAGE SWALE x x x x x x i O FIN.FLR.EL.=29.0' ADA PROVIDED (TYP.) c x x x x x x x x x x x x x x x x x x x x x x x •� /_- C7 HANDICAP ♦' x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x RAMP BLDG.7(TYPE D) x x x x x x x x x x x x x x x x x i g� x x x x x x x x x x x x x 2F• x x x x x x x x0 FIN.FLR. x x x x x x x x x x x x x x x x 3 O' RAIN GARDEN o BIO-SWALE I STORMWATER RETENTION AREA SW5 23_25' x x x x x x x x x x x x x x x x ♦ i ��� t DEN/ \ ORM GARDEN/ STO x x x z x x x x x x x x x x x x O tt i O \ RETENTMNggER x x RETENTI NARK x x x x x x x x x x x x x x x C n STREET ; SW5 REA x SW7 x x x x x x x x x x x x x x �nr� P0 p�� 5 TREE, O x x x x x x x x x 1=E NOTE x x x x x x x x x x x x x x x a 9 \ x x x x x x x x x x x x x x BLDG.5(TYPE A) x x x x x x x x x x z x x z x r `�-�_�- iE x x x x x x x x x x x x x x x x x x FIN.FLR.EL. 25.15' c x x x x x x x x x x x x x x x C: �, xxxxxx x X X x X X x x x x x x x x x x X x x x x x x X X X x x x x x X issued date description Q) € i x x x x x x x x x x X x x x x x x x x X X x x x x x X X X 1_i \ a �� x % % X X X % x x x x x % x x x fp"¢ X X X X x x X x x x x x x x x LIMITS OF OPEN SPACE ` x x x x x ' ♦ 1 3-26-18 ADDED TO SUBMISSION PER OfE, .\ x x X x X X x x x X X X X X X X / ° I i} X�x x x x x x x x x x x x x x x x x PROVIDED (TYP.) K x X x x x x TOWN REQUEST Ii X X X x x x n w x x x x x x x x o \ xxx x x x x x x x x x x x x ♦ 2 7-19-18 2005 WETLANDS DELINEATION p x x x x x x x x x x x x x x x x x x x x x x x p x x x x x x x x x x x x x x x x U `I x x x x x x x x x x x x x x x x x x X x x x x x x x x x z x x x x x x x x x x z x x x x x x O �� \ x x x x x x x x x x x x x x x x I a., `�-�o- ❑ ? \ 3 1 1-20-18 REVISED VILLAGE SQUARE LE_ x x x x x x x x x x x x x x x x .x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x z x x x x x x x RAIN GARDE 0 x x x x x x x x x x x x x x x x x x Q STORMWgTER/ \ ♦ 4 12-18-18 ADDRESSED 12-17-2018 TOWN x x xxxx % X X X X x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X % X % x x x x x x X X X x x x x x Xxxx x x x x x I s X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x RETENTIpNgR� \ x x x x x x x x x x x x x x x x x x x COMMENTS O o SANITARY S W8 O x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x PUMP `\ x x x x x x z x x x x x x x x x x x x O x z x x x x x x x x x x x 'x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x STATION x x x x x x x x x x x x x x x x x x x x .� I I CIShKG TfE� x x x x x x x x x x x x x x x x x x X X x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x (0 xARtff T6 12EMA1N x x x x x x x x x x x x x x x x ___ X ( E x x x x LPND�TURBeD x x x x x 'LIMITS OF 100' WETLANDS x x x x x x x x x x x x x x x x x x x x x x xx X x X x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x I� BUFFER' (TYP.) x x x x % x x x x x x x x x x x x x x x x x x y x x x x x x x x x x x x x x x x x x x x x X x x x x z x x x x x x x x x x x x x x x x x x x x x x x X X X % x X x x x % x % % X X , % X X X X X x X X x x % x x X X x x x x x x x x x x x x x issued date description x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % RAIN GARDEN/ x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x ` x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x RETENSTORr Q A ER x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x dOp x x x x x x x x x x x x x x x x x x x x x x x C x x x x x x x x x x x x x x x x x % z x x x x z x x x x x x x x x x x x x x x x x x x SW9 A x x x x x x x x x x x x x x x x x x x x x x x x X X X x X le x x x x x x x x x x x x x x x x x x x 'x x x x , a x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x x x x x x x x x x (� x % X % % X X X % % X X X x X % X X X x X x X X X X x X X % % % % X X % x x x x x x x x x x x x x x x z x x x x x x x x x X X x 0 7 x x x x x x x x x x x x x x x x x x x x x x x �� j x x x x x x x x x x x x x x x x x x x x.x x x x 306,117 �ASFx x x x x x x x x x x x x x x x x x x x x x x x x x x x x % x x x x x x x x X x x x x x x x x x x x x x x x x x x x x % % x x x x 1 i. x x (7.03 ACRES)x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x X x x x x x x x x OPEN SPACE x x x x x x x x x x x x x p x x x x x x x x x x x x x x x x x x x x x x ,�,< j^ x z x x x x X x x � +. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % x x x x x x _ C I x x x x x x x x x x x x x x x x x x x x x (7.03 ACRES)z x x x x x x x x x x 3 , ���lVV7 x x x x % x x x x x x x X x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x % 306,117 A+/—SF x x x x x x x x x x x k I � ! x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 3 x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x / x x x x x x x x x x x x x x x x x x x x x' {` x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x \ 1 I X X x x X X X X X 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 x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ' X x x x x x x x x x x x x x x x x % % x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x , Li < x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x I % x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x z x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x p) X X X % X % X X X X % X X X % x x x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x x x x x x x x N x x x x x x x x x x x x x x x x x x , z x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Q X 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 x x x x x x x x x x x x x x x x x x x x x x x x x x / ,i ,� �' x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x x x x x x x x x x x Ititle x x x x x x x x x N I � Qo x x x x x x )'� ,� ,�� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Ste, x x x x V ,, x X % x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxXXXxxXxxxxxxxxxxxXXXXxxxx OPEN SPACE x ,...._._. °� . .' xxxxxx % xxxxxxxxxxx % % Xxxxxxxxx % xxx % xxxx ,•2�0 xxxxxxxxxxxxxxxxxxxxxxxXxXX % % % Xxxxxxxxx ok - -cli .,,,__ x x x x x x x x x x x x x x x x x x X 'LIMITS OF 100' WETLANDS x x x x x x x x x x X x x x x x x x x x X :BUFFER (TYP.) PLAN E —'�_'►�� — , x x x x x x x x x x x x x x x x x x x x X X x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x � A, 'V L'L'°18� ,_,`' -- x x X X x x X X x x X x x x x x x x x x x x x x x x x x x x x x x v -- x x x % % % X X X X X x x x X X X X X X x x X x % x x x x x x x 3 ♦ `�-►. x x x x x x x x x x x X x X X x x x x x x x x x x x x x x X x -- ' �V � �� / x x x x x X x x x X x x x X X % % x x x x x x x p 564,5 x x x x x x x x x x x x x x x x x x x x x x x % drawn by: LFC " — >, r'�-� ` ^� checked by: CFD �� Ii/E® o scale: AS NOTED E 0 JAN 0 4 2019 v project number: 17106.000 LO o OPEN SPACE PLAN '— o Planning Board SCALE: 1"=50' I 0 50 100 sheet number 0) v Feet THE EDUCATION LAW OF THE STATE OF NEW YORK r-- O PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O IN THE DRAWINGS AND/OR THE ACCOMPANYING N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION SD2 NEER, WHERE 0 SUCH ALTERATIONS ARE OF A LICENSED SMADE, THE IONAL I PROFESSIONAL O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE � / (NYS IED.AND/OR LAW SECTIONH72SPECIFICATION0 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 DWELLING 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 accordance with§28095) - ------ - -------- ----..-.--.-..-.__--__-----_- -- PARCEL 1000-0400003.00041.000 NUMBER QUANTITY MIN.LIVABLE MIN. MAX. PARKING PARKING - ': 20. THE PROPERTY OWNER WILL PROVIDE SIGNAGE FOR PLAN WITH APPROVAL FROM SCDPW WITHIN SIX NOT SHOWN ON THE APPROVED SITE PLAN MUST AREAID #of Interior Interior Perimeter Perimeter `{I,';'r'= :,`q:.,:;c,r, i(?7 " •t BY C.W: BOWMAN, LAND USE ZONING:HD HAMLET DENSITY I ""'':tea:'.: ` ','�"-' �'- �// 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 PROV'D { ) ,;" ,;;. ,,,', .k• ESI AFFIRMED BY NYSDEC Q Required(sf) Provided Required(sf) Provided BEDROOMS (SQ.FT. AREA AREA TOTAL SITE AREA:17.2 acres(749,232 s :` p: :.: 1'�.,7-,•: `':" " COUNTY DEPARTMENT OF PUBLIC WORKS SCDPW DESIGN OF THE BUS SHELTER MUST BE THE PLANNING BOARD PRIOR TO INSTALLATION. ( Q ) { � 11 \ ( ) (stalls X losf (sf) (4'x lot (sf) z :,')`> '' `4 " ,. ,' ;' a \ LETTER 6 20 201 8 280-23 PROVIDED PROVIDED BUILDABLE LAND AS DEFINED PER 280-4:13.3 acres(577,644 sf EXCLUDES WETLANDS ;: I-: `fi r,:'= � . _� .,;` WILL ALLOW IN THE STRETCH OF CR 48 BETWEEN SUBSTANTIALLY SIMILAR IN APPEARANCE TO THE 24. PARKING FOR RESIDENTS OR VISITORS TO THIS nareaswith { ( ) { ) _ " *''_' -4. ,�,;•.,';^.,..-r;:,c'3Y; . perimeter) ATTACHMENT S 100' OFFSET TO 2005 THE SITE'S DRIVEWAY AND MOORE'S LANE; ON BOTH OTHER BUS SHELTERS LOCATED IN THE TOWN. THE DEVELOPMENT IS PERMITTED IN DESIGNATED 20+stain) ( Q.FT.) (SQ.FT.) Citation Description Required Provided ', , -"-"-"-"- PROPERTY OWNER SHALL MAINTAIN THE BUS PARKING AREAS ONLY. NO PARKING ON COUNTY i a+loL6 0 167 lssxa=7sz lzzs 3}' _,' I WETLAND BUFFER LIMITS SIDES OF THE ROAD. THE DESIGN OF THE SIGNS 280-22.A. Permitted Use Multiple Multiple Dwellings 4 ` " SHELTER. ROAD 48. ❑ 19 0 3a7 zlaxa=ass 1515 IBR 14 600' 714 794 X1.5=21 20, lus 4 '' PROPOSED 2005 WETLAND WILL BE IN ACCORDANCE WITH THE SCDPW. u1 19 0 lye 223x4=892 1703 p DwellingsJ'F " 22. ALL EXTERIOR LIGHTING ON THE PROPERTY, 25. EACH DWELLING UNIT WILL HAVE AT LEAST ONE land 1. ;. ': -� v 19 o 226 252x4 loos 1967 - 280-23(Attachment 3) Lot size(square feet) 20,000 577,644(13.3 acres) /- BUFFER' LIMITS IN ADDITION, THE TOWN PLANNING BOARD WILL SEND INCLUDING LIGHTING ON THE RESIDENTIAL UNITS, DESIGNATED PARKING SPACE IN THE NEAREST v 19 0 109 224x4.912 1942 2 BR 22 6501 868 973 Xz.O 44 43,plus 3 SITE LEGEND: SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 280-23(Attachment 3) Lot width(feet) 75 250+/- A REQUEST TO THE SCDPW FOR ADDITIONAL PARKING LOT. EACH UNIT'S PARKING SPACE SHALL CB 7 0 249 130x4-520 1214 landbanked r I*':;', ':_ , MEASURES TO PROVIDE BICYCLE SAFETY ALONG THIS 172 OF THE TOWN CODE, AND THE LIGHTING PLAN BE DESIGNATED BY PAVEMENT MARKING OR CB/BLDG 3 11 0 lsa 137x4=548 689 1 (width :f. 'sF ' " ' .F'«.'t,.__ _',I:., a ' PROPERTY LINE 3 BR 14 650 1181 1264 X2.25-31.5 32,plus 3 PAGES OF THE APPROVED SITE PLAN. ANY FUTURE OVERFLOW 280-23(Attachment 3) Lot depth(feet) 120 660+/- „„ STRETCH OF CR 48, AND IF ADDITIONAL MEASURES SIMILAR. Total loz, o Lasa sass lo,z9s landbanked ,t "! "t ''�, _�_ PROPOSED CONTOUR SUCH AS PAVEMENT MARKINGS ARE APPROVED BY EXTERIOR LIGHT FIXTURES NOT SHOWN ON THE 26. LOW-FLOW PLUMBING FIXTURES SHALL BE USED WITHIN (de tho burrdabrerand) .. . t, PLUS '-: k/;%;?,s':,;i.;';;:r:,i , ,r„ . COMM. g.,;, 0 7 280-23{Attachment 3) Front yard(feet) 35 84.4 y APPROVED SITE PLAN MUST BE REVIEWED FOR THE RESIDENTIAL UNITS AND THE COMMUNITY BUILDING ^.'.. '':. 11 - EXISTING CONTOUR THE COUNTY, CONIFER LECHASE CONSTRUCTION WILL lora .=-,r,. .- COMPLIANCE AND APPROVED BY THE PLANNING ON THE PROPERTY. BLDG. "'" '<, 280-23 Attachment3 Side and feet 15 96.4+ 11 . ,:E.', INSTALL THEM IN THE SHOULDER BETWEEN THE SITE _---- ---_ -_-- -- - -- - -- - -- " ' ( ) Y { ) /- EXISTING WOOD LINE BOARD PRIOR TO INSTALLATION. L v.J D IVEWAY AND MOORS S LANE. ///��� '.„ 1. = 1 . "' 280-23(Attachment 3) Both Side yards(feet) 30 375.3+/- PROPOSED GRADING LIMITS ( PROPERTY LINE (TYP.) / \ TOTAL 50 97 102,plus 10 ; \ 280-23{Attachment 3) Rear Yard(feet) 35 402.6+/- LIMITS OF RAIN UNITS 1 i landbanked 280-23(Attachment 3) Maximum Lot Coverage 25 6.1 PROPOSED CONCRETE CURB �JI GARDEN / 'Per Note 2 in 280 23 Attachment 3,one bedroom units may have 600 square feet minimum;minimum 325 Wireless Boulevard, Hauppauge, New York J STORMWATER floor area of all units may be reduced up to 200sf for moderate-and/or lower-cost dwellings. (°�) (building area/buildable 11788 PROPOSED CHAIN LINK FENCE I RETENTION AREA ' ' ( �( � f f proposed g land) Phone 631 300 1 01 0 /YYl PROPOSED 10' OPEN SPACE `) S , - , zPer 280-137.A. 7 b At(east 50%o The total number o units ro osed must not be larger than 1,200 ROP CURBS TO BE INSTALLED ALONG 280-23(Attachment 3) Building Height(feet) 35 21 23.34 �, square feet livable floor area BUFFER UNE 20 LIMITS OF ACCESSIBLE ROUTES TYPICAL - LOCATIONS OF Cf w E W \ ( ) 280-23(Attachment 3) Number of stories 2.5 2 PROPOSED DRAINAGE FLUSH INLET f Q �'�-.►,,, v BIO-SWALE / LIMITS OF 10' OPEN ALL DROP CURB ARE IDENTIFIED BY 275 wetlands setback 100' 110' owner/developer: STORMWATER TOP/BOTTOM CURB ELEVATIONS INCLUDED IN CONIFER REALY LLC PROPOSED CATCH BASIN SPACE (2005) SETBACI �� 280-78C Parking Stall Size 9'x19' 9'x20' in RETENTION A�2EA G DING & DRAINAGE SHEETS DIA-D1 D. REFER 83 E.Main Street,Suite 600, PROPOSED e N i� w " "� W // ' T SHEET T2 FOR CONSTRUCTION DETAIL 280-107 Building length 125'max 116'max ti / 280-107 Building Separation 2x max height 42(2x max height of Rochester, New York 14604 OB NUMBER OF PARKING STALLS p 1- 1i 3 ' PROPOSED ADA HANDICAP j Ili 3 i 35' 0 m m 7• 21) ACCESSIBLE PARKING STALL a I co � S 21 23'30„ AFFORDABILITY NOTES: 280-107 Accessory Building 20' 20' Site/Civil Consultant ii_ t+• v LU C Separation PROPOSED ADA HANDICAP . _ O O6 P ACCESSIBLE CROSS WALK GQ b2 Z n _0 LL Z 00 a. In years 1 through 50, the maximum rents and maximum family 280-137.A.(6)(Attachment Minimum Open Space°�, 30% 53.0°� e Z _ r,' ':. " �' / o m m � income of tenants shall be in accordance with section 42 of the IRS i PROPOSED ADA HANDICAP S$�zl' /F'' (D 1 / , 6) 15-39 acre.site ((preserved/buffer area- 1 4� .':. S O WATE Cn 2 W tax code, or as Section 42 may be amended in the future. Fifty wetlands/buildobleIon d) ACCESSIBLE ROUTE ? Q7Jb. --.-. O Y Y ) PROPOSED ELECTRIC rv"N �.''�.4y � \_ TL.M:, Z percent of the units shall be affordable and reserved for 280-137.A.(6)(Attachment Minimum Buffer{feet), 25' 40.7'(minimum) TRANSFORMERNd"i �I ' � m LIMITS OF 100' 2005 ° ' ' �6I .�'. ,1 { / ( ) �9. households earning up to 50%of the U.S. Department of Housing 6) 15 39 acre site (l0o'jrom wetlands) ao t' .': fi`a`t WETLANDS BUFFER OPEN O PROPOSED ELECTRIC LINE � 1I f, .I 1.3 1..•.:t.�'.,. '.,," Oe Z / O,� and Urban Development (HUD) Area Median Income (AMI) for 280-137.A.(6)(Attachment Minimum Open Space 10' 10' 1C..i .�..,.,,. 11 IfIl I I if N I H PROPOSED SITE LIGHT z; 1' SPACE PROVIDED (TYP.) \ Nassau and Suffolk Count or the current designatedgeography) 6) Setback(feet) ti, 2b ter.: : •..; Z Y ( g l..1 ...I..li_ . �. and 50% of the units shall be affordable and reserved for 280-78D Entrance/Exit Grades Does not Does not exceed 6% • PROPOSED BOLLARD LIGHT a Z DO 'I.'• {, '.11 ,d '''': 'O' - \ exceed 6% within 25'of street line L K. MCLEAN ASSOCIATES, P.C. j 10 ! 2 households earning up to 60% HUD AMI for Nassau and Suffolk within 25'of nor l0%at any other I �. �,..: PROPOSED WATER UNE Q p . N '.', .:I::� - 1 - County(or the current designated geography).Year 1 begins upon LONG ISLAND, NY w L,, w U I ) t .. . LA 2 GRASS STRIP street line nor point 437 SOUTH COUNTRY RD., PROPOSED SANITARY LINE o� - T. t.•) ..:'....j, .11 ;1-. . '. ,� BLDG.t mPE c) � recei t of the final certificate of occu anc y BROOKHAVEN, NEW YORK 11719 1 1 ,.. . FOR VEHICLE P P Y• 10%at an o PROPOSED SANfTARY MANHOLE G4gP 'R ' �i 117.5 FIN'FLR.EL.11210259 .1g,/'' /12 j' :. OVERHANG (TYP.) other point Tel: 631.286.8668 5�,3 2 q, - W..`. : I.' �. (TYPE C) b. From year 51 on,50%of the units shall be affordable and reserved d � /j ._ ( ) 280-105 Fence,walls or berm 4' 4'max. PROPOSED GAS DNE i .�, ''f. .� f BENCH TYP. for families earning up to 80%o of the HUD Area Median Income for } a 1.' ;::.'': ALL INTERIOR LANDS ED . W ^ 1 1 '.,''.,', height in feet rd :.. .-... . .. _se° ':. ;., ',. .<.' PROPOSED TELEPHONE LINE W 0O ! '' �. �. ... .. { - ISLANDS IN PARKING EAS I-V Nassau and Suffolk County (or the current designated geography) ;._; •. 14 280-105 Fence,walls or berm 6.5' 3'max.for berms/ 1I R , '.. o TO RECEIVE MOUNTA CURB - \ in accordance with the same formula used in calculating Section 42 ny PROPOSED HEAT PUMP UNITS I Cfl height)n feet-side and retaining walls;No AND CONC. PAD I ; /.::' •: �. __ , . REFER TO SHEET S-R FOR DETAIL I I\ rents and income. I 11 11 (TYPICAL) iI rear yards perimeter fencing �`"`" ,b/ `' 280-117 Freestanding Outdoor 14 14 \_�- PROPOSED DRAINAGE SWALE U) �y 1 26.0 ,� c. The owner or mans er of this ro ert will rovide u dates on the g Ix I %s r-- � , ,;:, , g P P Y P P VINEYARD VIEW GF YECETA 10 f.F" , /,-: ',r.;%'/'i,f { PROPOSED STREET TREE Z NEtLW I I ; �� - �^---o"�-a-►.a�'L "'�.._ - LIMITS OF I / _ I \ e."x; `. - a BIO-SWALE / , - -= - rn STORMWATER I I - ,y ` A WETLANDS LEGEND . RETENTION AREA LIMITS OF 10 OPEN SPACE (2005) SETBACK � -'" _� LIMITS OF RAIN (TMP ) . . F /'rl }. �'/ (i. , \ / I GARDEN:/ 3�j� i� 2005 FRE=SHWATER . .I "( O STORMWATER iO; ,-''\ - _ f �,\ WETLANDS. BY C.W. I i . 1 `1"'J -I I I ( " I ( 1 RETENTION AREA - ��b - . - -- - ---- 1. \�' BOWMAN, LAND USE ESI„ b �(. r I . I �. . " . ✓.'�. I. 15p, I : , AFFIRMED BY NYSDEC a ; . 1 I . ' �rQ�a31 .I I . I I . 1 \ .: . ` LIMITS OF 100' (2005) WETLANDS BUFFER/ OPEN SPACE ',Cs LETTER 6/20/2018 I 1 . . h�J,2 I . I I I • 1. .I I \ // r . _ PROVIDED (TYP.) 1 '� I 1 "" --------- 100' OFFSET TO 2005 I I P . I I l i . I : I I �.- _ ` ;/ ( . ,a. WETLAND BUFFER LIMITS --�- -- f lJ I, r /. \ �\ PROPOSED 2005 WETLAND JZ' Xw I 1 . I . r, \, 1.t . of • .^. . IRL_ �. \BUFFER LIMITS I r . .( I /�� E , . 3 . I --/, ,: \\" . z ; > ..C I I . �I 1 -' r I \__ . I\ \ ,/ / % \ 2005 FRESHWATER WETLANDS 325 Wireless Boulevard, Hauppauge, New York . W Q 1 ( i " I / 2b .%..- ; 96 J . I A BY C.W. BOWMAN, LAND USE 11788 0. 3 ' ' --' AFFIRMED BY NYSDEC Phone 631 300 1 a a '' I 1 I I' .I .� /.. . . \ . . . A ESI„ e I J . ) 1 1 . i I. / I T T . . LETTER 6�20�2018 Q ( M r 1 ,. f° owner/developer: W I . O . "FI E5 e I' �. / CONIFER REALY LLC PROPERTY LINE w I 1 I. '1r1 C� ° 83 E. Main Street,Suite 600, -, , �- PROPOSED CONTOUR 3 R I I I r - 'I ° • . A . I r . I . I . . . . 2 1u - 11 - EXISTING CONTOUR .I. 1' r . .. F - F I q I r I I / ' ,I F Rochester, New York 146 4 EXISTING WOOD LINE � 1 1' 1 �_. : . . . - - PROPOSED GRADING LIMITS � 1 I ' • I I I I' , I ' . '' r ` LAWN , ° . Site/Civil Consultant PROPOSED CONCRETE CURB q � I ' I . I I . I r I I BLDG. 1 (TYPE C ;- . , PROPOSED CHAIN LINK FENCE J3 I" I'. I I r r r ®' \\ r- \' \ 1 II I 1. �' \\ 2 GRASS STRIP (YYl PROPOSED 10' OPEN SPACE o 'C�' .(p\I1 e"�i. . ... . i 1 . : . ( FIN. F L R. E L. B 451 \ 94,; \� A\A. OVER HANG L(IYP.) BUFFER LINE I. \J,i I" �. . . \ 12 / .. . =_,_-�Z, - - - .. I T I I ■ PROPOSED DRAINAGE FLUSH INLET � O � � .% • �I' . � ' ; • � � ' � (TYPE C) °' \\�- , . . ® PROPOSED CATCH BASIN (_1 �, / ( 1 I \�. r BENCH (TYP.) r %^-,\ 1 OO NUMBEROFPARKING STALLS Q3 ■ Q i : I . I \ / .IP /. \\ . . . I ' . L K McLEAN ASSOCIATES, P.C. PROPOSED ADA HANDICAP €; O I I . r I I \ 1. ACCESSIBLE PARKING STALL \ 1 / /- \ I I I 1 D . \`-_ , / \� LONG ISLAND, NY 1 / D �. \ 437 SOUTH COUNTRY RD., 11 I �'_-_ � ° \ ° t ALL INTERIOR LANDSCAPED BROOKHAVEN, NEW YORK t 1719 PROPOSED ADA HANDICAP 1� 4".. II ° 4 °. D D . \` 1.4 i Tel: 631.286.8668 ACCESSIBLE CROSS WALK I 1 .., ; .e ISLANDS IN PARKING AREAS I-V- PROPOSED ADA HANDICAP Q • � I . o ° I FER SHEETS 2 FOR DETAIL TO RECEIVE MOUNTABLE CURB ACCESSIBLE ROUTE s II . - . �. - to . ''' - �}- PROPOSED ELECTRIC I V / ___ _ (TYPICAL) PIC TRANSFORMER I° 0 . �' f- i-- -//''��.c.-.....•..... ` _ T �g - . . ;1 r ASC NEIII , " 11 PROPOSED ELECTRIC U f ! ', ;' II / .'. ( 12s.o'' VINEYARD VIEW M PROPOSED SITE LIGHT " r' �,. PRO E L s''• is r +I E r.a J "/l..i i F i I „ > rn „ r EX. LOW % I /:�.' ��' �/ b ,x,:.. ��'�, /� • PROPOSED BOLLARD LIGHTPNOO y ;/.., „i NORTH ROAD i ' / t>; , Ili VEGETATION TO i,�....' ,-k� �:.'..": � I POSED WATER LINE I %` V ;. PRO , /r WN SOUTHOLD, N Y 11 3: REMAIN k " TO OF SOU O 939 ,F r z -� ,� MP -•,. � DU STER I' 3' NE �, SED SANITARY LI I PROPO I / - -+28.51�1 r :, /' �. { 1 �/ <. \ J rn�r TY NP. '>r ;( r t r �% 1 SANITARY MANHOLE I / o PROPOSED SAN / i' �t 93. s i, t r �(M N R. % / 4 LA DBANKE f. w •r„ b: PROPOSED GAS LINE f r." it I .., ,., .. /.i," I 11 aJ.r ,i%,ii, ,/rt 'i q c„',i v - ' - ° w4�'' I'll ! LINE Sf' n ''•' PROPOSED TELE PHONE . ;e 11.W . . . , x '<; (�M�� �. i� RJ. 11%4 N UN . T MP UNITS ���,' PROPOSED HEA PUMP T T , T T,.. \ ♦ b v II N CONC. PAD «« \ t" rs 1.0 ./ ",ii" .`z, t ;i.; l- 1 "i rn I i� i �/ s �y /. II' , t ., I I o"�' M P P 0 LI ITS OF 10' 0 EN S ACE 20 5 / SWALE %:' 'r /m. RAINAG a, \ P OPOSED D E is"- ( ✓, r ) -i:, //i< I� "'r SETBACK / y REET TREE ;.,i, �\/ , -�,r" y PROPOSED ST y;" \ I" y ( NP. ' y wD o,b l / I 0 i . . 1 I7, , . , : ; 5 �- I. ' 91 i :,4' b 1,' I . 1 ,, . x /. „x: b,.: . I1 �." 0 < t' b axb"r `N '�' . I I I 1. 27.0 �;;': �� � <:�' , `. ."/ o I",. n,y, ., I II I . a I I r i% iR; >,/ may' +I conifer...I . L . O` O 11 89.0 I-- - - - -� JJ _ I , „> ,. „ i -r 111� S S I LOCUST,TO - ,, -- -d =:_,; - . . -- - SEAL ESTATE D[Yf 40►NF CONSTRUCTION k MANAGEMENT NT REMAIN 4 ;: , _ I I. ALL INTERIOR LANDSCAPED /- ° D -�� =-■ r; ISLANDS IN PARKING AREAS I-V I / / -24.0'', ; . D ° R TO RECEIVE MOUNTABLE CURB - -_ ` 4 19 (NP.)-- e D 5 , .. ° fI ]@ REFER TO SHEET S-2 FOR DETAIL LI__I seal 1� . �r . . ' \\ _; s < ' , (TYPICAL) Z �Q OZ.D G.Q, Off, € F a / �� ,8/� J- . . ., fry a . " j .\_ LIMITS OF 100' (2005) J * �, r {, ( I WETLAND DELINEATION ,i'. , �� 2 " . 4 -' BLDGB2 FZE B (BY C.W. BOWMAN r 1 E� -- , ` . r ' /- i \ LAND USE ECOLOGICAL `•J �" `T, \V /. >x„ �� ® , t ,87 'dry, 56985 r- " I (TYPE B) \, / � SERVICES, INC.) �� 3 I ,4_ -f_{ Q R��Esc,� ail I I SURFACE LEGEND: 3 - I 111; �S1 U,;,', . . . �, \ . . ,, I ° BENCH (TYP.) S PROPOSED ASPHALT `'- i i , . LN7`""`NT"7"7"E!NZ�� Ir,.::,-� . 95'., I . / . v PAVEMENT �_ TRASH RECEPTACLE NP. G -=� FL I1 .; ( ) /__, issued date description ,N , . i / A I z A .� I \ 1 7-19-18 2005 WETLANDS DELINEATION R . PROPOSED CON C ETE ,'% +1 1 F , r � 88 O 4 t / LL v3 7' r PAD SIDEWALK "„ f 3 „i k '-",,,- . 2 11-20 18 REVISED VILLAGE SQUARE �'`^� ¢ DUMPSTER 4 %„ / \ I ,. .%-f L. l I - \ OR PATIO F F "f F F 1 w= 6.0 =v TYP. LL r. ='r+ 1 ( ) ,; k' $9 _ - - o - \ / 3 12 7 18 ADDRESSED 10 2 2018 J . OPEN N \ / • - ti I G. , . U NA ,_, - ,. 1 I COMMENTS BUILDING A \ > PROPOSED Q _ 3 W COMMENTS i, D 4 12-13 18 ADDRESSED TOWN ME S I u o TY P. I �� J,': - - lL - - n - t j° \ \ 4 �' wi.. �. 1 - - W 0 /'r 5 2 18 18 ADDRESSED 12 17-2018 TOWN D LAW N AREA �' _ PROPOSE 3r _ _ x Y\ ,. .'' 7 "F 2 2 / J. F F b�:,, 6 L I F COMMENTS �y . .[ . . . . . ...... . a, r -v. i r as ""% \ �\Il-� %r" / s,/ 1 Y .,,,,,..,, 9rr moi,,,,.,. .xr,<„ .'., 'I / i r, i ;'x .i, ,. ,t r„ ,n., O r �„ r 25 ,� y /x ,y ,n „n . \. { �Hj< b -`z„ - t ,if' ice'' , 0 24. \ a� \' I < \ \ 3a ETATED AREA o <, w. . / OPOSED VE . P R .......4 �..A...� �.. .- °-<. cfl r I I / ki,,, a, /; P 3a ��/ - + A' O W' r „ t. \ / z , , :-.: 29 ,A / / / 0 �k �' s tdescription d�' is ued date HI .11 ��- n.:^s xe R AP 1 y., PRO POSED RI- 11, 11 �'.. ♦ +e ,/ x ...... �j l 'k ,, r �< ., ^ o ° V) Ft" /y ,i err `.\ �/1 I .A „fir, ,. .. /. ,,. r, e n,,. .r" ,r PROPOSED S TORMWATER 4 "j. '�. /., \ O D e C I r ' BIOSWALE '-% , N OR 33 R AINGARDE D •3 I / \. , %' Q b 4'; \ 1, 7 \ I 1 / „ \ ` P YGROUND I GP£1.LE" "1T 3 PROPO SED CONCRETE ry %, %.. 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S 4 r• 1 - •c project number: 17 O6 000 �r ��_, R3, P 1 r �: D SCALE: 1 -20 LO f' f .ate =---++ - .; L f�:�'s',i. r ,i-r �- d r f' '; O 1.' -�' f %,: 7, n 47. TWO IX.30'SILVER MAPLES '\' 1 . N \ ' \ . / . O . TO REMAfN FlRE BI RACKS. ( .1Od. . Ll LJ KE r %7% N i , sheet number ... i , , , � " PUMP ;--',--:i%.,;.�, ,.., d1 HOUSE M. ;::jr; y� - ,.. ;ak. ' ... , U T N W F THE STATE OF NEW YORK �� , ","; 0 THE ED CA 10 LA 0 E r,' ,,;, ';�,-, _: .� ,.,�<rr. -:; - :;'..ri;.: PROHIBITS ANY PERSON FROM ALTERING ANYTHIN G .: i, IRRIGA710N YV01 D ' O � 1, . . O , . „r,, ,.; . - , 0 ,,,,.,, r /.,. ,.; ...� ,::-, IN THE DRAWINGS AND/OR THE ACCOMPANYING N 3 .. per" „� O y" „„ �b „„��' � P'�„ SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION - ,-, w y O ",,, d d t r „ . • OF A LICENSED PROFESSIONAL ENGINEER, WHERE r. ,. „ ,,�, - „b,.,,,,, ...-i„ "t.„ ID EX. 36 4 SILVER R { .Q,,... ,... {� ;",:% . /, ,,, ": i r . , „• %G N MAD THE PROFESSIONAL d 1 N , , SUCH ALTERATIONS ARE E E L oSSI -AnN S C ;, .. „ I SEAL, DAT AND DESCRIBE MAPLE TO ENGINEER MUST SIGN, S E E /r - .: ..,..,r, ri.., i r,Y i. .rr ,., ,. ,,. .. ../�'., ,,,, , ,., r,. ,,, /;,vir/s;;%„ tI{[ .,w,i..v/.,;,%..,.'/%>..,rr..rn,>.,,i,h../,',✓,....,,3.;` "/.,//..,n..i7 .. ,r ,. ri��. ., ,.,,s ,r,, /,i,v1J.., .. ,., .,.w,,,,,, //,i../in„�,�. .`I „,J. .,.,..,u/�,.,,. .,/"`_"y','.:<%N/,.,. .�/., t "H.. ," rI� I/� G?�AAAIt\I r' � I \� \ .....>„_,,,,,,�nin,,,,,n,,,,r„/r,� < ,. ,..,.,...,,,,.t„ ,;;,;, n, .o //`r THE FULL EXTENT OF THE ALTERATION ON THE C MATCHLINE A-A DRAWING AND/OR IN THE SPECIFICATION � / (NYS ED. LAW SECTION 7209-2) 0- 6 00 a* WETLANDS LEGEND 2005 FRESHWATER WETLANDS BY C.W. BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC CE �O µ ` LETTER 6/20/2018 ., 7 --------- 100 OFFSET TO 2005 WETLAND BUFFER LIMITS O PROPOSED 2005 WETLAND • BUFFER LIMITS 325 Wireless Boulevard, Hauppauge, New York 11788 Phone 631 300 1010 ® PROPERTY LINE J -/� \ / \ owner/developer: — PROPOSED CONTOUR \ 83CONIFER Ma ntrLY LLC Street,Suite 600, EXISTING CONTOUR Rochester, New York 14604 EXISTING WOOD LINE PROPOSED GRADING LIMITS Site/Civil Consultant PROPOSED CONCRETE CURB PROPOSED CHAIN LINK FENCE P-1r'll'\ PROPOSED 10' OPEN SPACE BUFFER LINE O PROPOSED DRAINAGE FLUSH INLET \ { •.; C3 PROPOSED CATCH BASIN O PROPOSED \ . NUMBER OF PARKING STALLS J PROPOSED ADA HANDICAP ` ACCESSIBLE PARKING STALL ASSOCIA S, .C. LONG ISLAND, NY PROPOSED ADA HANDICAP / 437 SOUTH COUNTRY RD., ACCESSIBLE CROSS WALK BROOKHAVEN, NEW YORK 11719 PROPOSED ADA HANDICAPTel: 631.286.8668 I � ACCESSIBLE ROUTE � PROPOSED ELECTRIC / TRANSFORMER PROPOSED ELECTRIC LINE H PROPOSED SITE LIGHT / VINEYARD VIEW ® PROPOSED BOLLARD LIGHT J PROPOSED WATER UNE \ NORTH ROAD PROPOSED SANITARY LINE I I I A TOWN OF SOUTHOLD, N.Y. 11939 0 PROPOSED SANITARY MANHOLE i PROPOSED GAS UN 2005 FRESHWATER WETLANDS BY C.W. BOWMAN LAND USE ESI AFFIRMED BY PROPOSED TELEPHONE LINE '/ PROPOSED HEAT PUMP UNITS // NYSDEC LETTER 6/20/2018 'a s AND SED PAD J /,,;/;ti„•” si PROPOSED DRAINAGE SWALE PROPOSED STREET TREE W/2 IM!, IV / LIMITS OF RAIN STORMWATERGARDEN / Co [ lifer Witm" RETENTION AREA REAL EEIATE DEVELOPMENT,CONETRRCTION A MANAGEMENT _ seal �/y G. �s 10' x 10' di MAINTENANCE rt J SHED O r 1 — ES ~•/ LIMITS OF 100' (2005) issued date description SURFACE LEGEND: WETLAND DELINEATION 1 7-19-18 2005 WETLANDS DELINEATION V) PROPOSED ASPHALT DUMPSTER (BY C.W. BOWMAN - � 2 12-7-18 ADDRESSED 10-2-2018 LL PAVEMENT (TYP �'� ''^ a LAND USE ECOLOGICAL COMMENTS 0 H5.\ '. SERVICES, INC.) 3 12-1318 ADDRESSED TOWN COMMENTS PROPOSED CONCRETE \ 4 12-18-18 ADDRESSED 12-17-2018 TOWN Li �- PAD, SIDEWALK COMMENTS o OR PATIO ~ \ o A. o PROPOSED BUILDING '� O o _ �� J S PROPOSED LAWN AREA T O ` � � issued date description c' PROPOSED VEGETATED AREA —W, a fi LIMITS OF RAIN GARDEN STORMWATER o PROPOSED RIP--RAP I S4 / • �` °'�•: ;/ RETENTION AREA :'.. i� `` . U y F f F.- F F' -' . ' PROPOSED STORMWATER "�' �:�° � ,�_���—�— F 111% BIOSWALE �.;' +. RAINGARDEN OR �. j,(�� T T .T�—T f)=ll 4�1 V2 r � � I H° 24.0'' a PROPOSED CONCRETE FLATWORK7. •e�'caH%�///rr;/�f�/yi, t" .,I� �/9�//'/�a;;n�r; K,.. ,°,�ai.:yw��yH%9�,'/%;,,. c w=, 15.0' BLDG. 4 TYPE A p� title rn / rn V. , 14PE A ; BLDG. 6 TYPED � 23.25 : ., �. :: � ( EAST) SITE F N F \ I f - 1 PLAN r , ,.. p ( ) 2 I �. Sz 41 ALL INTERIOR LANDSCAPED I \' \ PLAN KEY ISLANDS IN PARKING AREAS I—V ',,, , [ -DDM 2 TO RECEIVE MOUNTABLE CURB — \\ �. \\ v REFER TO SHEET S-2 FOR DETAIL 72 . ' \ CL ��!"% \ \ drawn by: LMY i ° TYPICAL I • T ,;.§ Q, checked b CFD s y: ,, ) RECEIVED "rte �r%„ J 68.; T �" % < F scale: AS NOTED 0 1 L _ JAN 0 4 2019 Sl -B , E � S 1 A project numbe . 1 06.000 .. ,....,.. ,,,......, : .- a.,., Planning Board S2( 5outhol Town 71 n •,; . AILB XE 7 . 2 W n m sheet number v i,. W TA OF YORK 7.: THE EDUCATION LA OF 11�E STATE NEW 0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING O , 20 40 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING N O - " Feet SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION IN W i OF A LICENSED PROFESSIONAL ENGINEER, HERE cD — /. �F /r,. I. — SUCH ALTERATIONS ARE MADE THE PROFESSIONAL _ _ 1 o s 1 SCALE: 1 20 C _ SI —B 1 S C , . ,. ,.. . . „Hw��h:�.r,F,. ._. ..,.,, .PARKIN MUST MATCHLINE A THE FULL EXTENT SIGN,OF THE ALTERATION ON THE DESCRIBE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) d 7 771 WETLANDS LEGEND 2005 FRESHWATER WETLANDS BY C.W. BOWMAN, LAND USE \ ESI„ AFFIRMED BY NYSDEC LETTER 6/20/2018 100' OFFSET TO 2005 WETLAND BUFFER LIMITS PROPOSED 2005 WETLAND • 4 TRASH (TMPD i,,�„ ,:,;; .r: BUFFER LIMITS / 4 r'' ti 7 , I S 1L 4'' •� }••�•y ,o e ''tel _ t :, '•,:•,/,::, ,. � .... ,I l . . . . .... 1 325 W ireless Boulevard, Hauppauge, New York . i 11788 Phone 631 300 1010 TO REMAIN. \PROPERTY LINE FIRE • A—A, OWO D.3o•.SILM�E5 PUMP07, PROPOSED CONTOUR HOUSEowner/developer:MATCHLINE El El EXISTING CONTOUR CONIFER REALY LLC RATIONIRRWE s• s 83 E. Ma Street,Suite in r t 600 , is r 1 N WOOD LINE EXISTING 00 '�• J O 777777d 0.. r New York 14604 s ��'-'� Rochester, e o - ".. } E•- X. 36 SILVER _ rrs M PROPOSED GRADING U �. 0 F-- .MAPLE TO W /nom. ; s PROPOSED CONCRETE CURB . E MAIN , ' r Site/Civil Consultant PROPOSED CHAIN FENCE ,• ,�: ,."amu - - ' r /Wl PROPOSED 10 OPEN SPACE I / LINE NE R L N � . e PROPOSED DRAINAGE FLUSH INLET � COMMUNITY r '� d ,i J � ='� a, d`�,;.A �, a „� M»w.T.,� �:�.-- 1 i—"—'� a �"'"•"Jti,--i h �-•.,-'�i/ <. TER 0 .:' /,: ® PROPOSED CATCH BASIN V� CENTER N & >: S2 , �. PROPOSED LEA i T l y'. T J 4 T LEASING a _ S ,y s NUMBER OF PARKING STALLS J w r �--- — PROPOSED ADA HANDICAP REnro RPz : � 4. OFFICE ACCESSIBLE PARKING STALL _ �f P.C. PROPOSED ADA HANDICAP a ,,,,�T W--�� Y�- /�' j O L K McLFAN A . ' t , ACCESSIBLE CROSS WALK • - - ---- --- — -- I LONG ISLAND, NY � 437 SOUTH COUNTRY RD., PROPOSED ADA HANDICAP O t BROOKHAVEN, NEW YORK 11719 ACCESSIBLE ROUTE Q 55 — — — — — — — - - _ f'y _ — � Tel: 631.286.8668 57 — _ PROPOSED ELECTRIC r k � - -- - - - - -'- - -- — - - - - - -- - - - - - - TRANSFORMER LSI 5b . PROPOSED ELECTRIC LINE u / H PROPOSED SITE LIGHT • POSED BOLLARD LIGHT _ I PRG , . I VINEYARD VIEW PROPOSED WATER UNE PROPOSED SANITARY UNE ,. I ;--=.; . , NORTH ROAD o PROPOSED SANITARY MANHOLE I �' � • I TOWN OF SOUTHOLD, N.Y. 11939 5.. PROPOSED GAS LINE • �� . > � CONCRETE WHEEL STOP ( ) PROPOSED TELEPHONE UNE PROPOSED HEAT PUMP UNITS �o 7,, \ I >-`'. . Lax•. ' '7! , AND CONC. PAD , i; �:. PROPOSED DRAINAGE SWALE ��"- PROPOSED STREET TREE I. ' LIMITS OF 100' (2005) 3 WETLAND DELINEATION STREET TREE, SEE. NOTE 9 (BY C.W. BOWMAN LAND USE ECOLOGICAL \ , ,j .,' , r SERVICES, INC.) �� ;:uu ... a ® LIMITS OF RAIN �. .. GARDEN / LIMITS OF BIO-SWALE STORMWATER ; STORMWATER RETENTION AREA RETENTION AREA conifer.. . '- REAL DEVELOPMENT, f% •, g E4FATF DE VfLD�MENT,CONSTRU GIiON!MANAGEMENT / LIMITS OF RAIN GARDEN / CO STORMWATER RETENTION AREA ( seal UI LrrE, k A LQa�, a Z r I�V-1 56985 o issued date description SURFACE LEGEND: I II 1001 7-19-18 2005 WETLANDS DELINEATION +% EXISTIN TREED 2 12-7-18 ADDRESSED 10-2-2018 V) PROPOSED ASPHALT AREA TO REMAIN / J LLI ADRESE3 12-13-18 DSD TOWN COMMENTSPAVEMENT UNDI TURBED 2005 FRESHWATER o WETLANDS BY C.W. BOWMAN, LAND USE ESI„ \ 4 12-18-18 ADDRESSED 12-17-2018 TOWN I PROPOSED CONCRETE ' I �� AFFIRMED BY NYSDEC COMMENTS t�E_ PAD, SIDEWALK � I 4 OR PATIO / LETTER 6/20/2018 I o 81 00 PROPOSED BUILDING 00 I EX. ASSAFRAS GROVE PROPOSED LAWN AREA TO REMAIN issued date description i 0) PROPOSED VEGETATED AREA o PROPOSED RIP--RAP u EX. BLACK LOCUST \ GROVE TO REMAIN / 41 PROPOSED STORMWATER ° I Q c RAINGARDEN OR BIOSWALE I 0 PROPOSED CONCRETE ., a� a FLATWORKLO •2) ( 35' SETBACK LIMITS FROM \\ PROPERTY LINE p / title 0 I SASSAFRAS (WEST) SITE _J GR II II GROVE TO REMAIN i ' PLAN v (D D 20 40 Feet PLAN KEY SCALE: 111 =20' drawn by: LMY r.ECEIV ED checked by: CFD oJAN 0 4 2019 scale: AS NOTED S1_q B1 -B E 0- Southold Town project number: 17106.000 'n Planning Board 0 a v a� I 0 O u THE EDUCATION LAW OF THE STATE OF NEW YORK S ee number PROHIBITS ANY PERSON FROM ALTERING ANYTHING p O O IN THE DRAWINGS AND/OR THE ACCOMPANYING N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONOF A ENGINEER, WHERE S(O C -(� _ SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 1 _C 0 O J C ENGNEERENSED MUST SIIGON,ESEAL,ADATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 0 0 f 71 DRAWING AND/OR IN THE SPECIFICATION p / (NYS ED. LAW SECTION 7209-2) d MATCHLINE A-A :. . 7 , NDS LEGEND WETLA ,4 . r , r. ,^rus „ , L Y:r FRESHWATER WETLANDS 2005 ..4.j I BY C.W. BOWMAN LAND USE ® P R� i' T A T T ' ESI„ AFFIRMED BY NYSDEC T 018 LETTER r 100 OFFSET TO 2005 ' `' EN SPACE SETBACK OF ': _;,....�.:::,.;;' ;;,� %_ . . . WETLAND BUFFER LIMITS ;k " ' " �`�.:„�.,;,nY<'' a -•'R.-.,.�,k;^;: ",�';ro. ,•'re+' S2 . w -'e PROP 05ED 2005 WETLAND BUFFER LIMITS A3- r' w 1 BLDG. 7 TYPE D I 1� � I _ _ 325 Wireless Boulevard, Hauppauge, New York S FIN. FLR. w /// i r e 11788 a. EL. = Phone 631 300 1010 T s 1 ® PROPERTY LINE — , i. " ,:. ;- owner/developer OR VEHICLE F' F PROPOSED CONTOUR 7 v— 2' GRASS STRIP F li CONIFER REALY LLC (TYPE D) OVERHANG (TYP.) I 1 83 E. Main Street,Suite 600, EXISTING CONTOUR cz: '-` EXISTING WOOD LINE Rochester, New York 14604 PROPOSED GRADING LIMITS , > ' o °' ' ° Site/Civil Consultant PROPOSED CONCRETE CURB 87.5 LINK FENCE PROPOSED CHAIN 3: - f-Y—f'1 PROPOSED 10' OPEN SPACE , t BUFFER LINE 15.0' PROPOSED DRAINAGE FLUSH INLET . BLD TYPE A G. 5 ® PROPOSED CATCH BASIN p .% "- _v PROPOSED rn OO NUMBER OF PARKING STALLS FIN. F(R!FE ) 25.15 „% L K. MCLEAN ASSOCIATES, P.C. PROPOSED ADA HANDICAP ACCESSIBLE PARKING STALL t'j✓" ♦" + ', 80-1. ISLAND, NY PROPOSED ADA HANDICAP ` ,,, j %%! "C�iii;,% 37GSOUTH COUNTRY RD., TTTTT Q n �,e !; yyyr, CO, ACCESSIBLE CROSS WALK `S ?; / ''"�`} ' �.M..• �w-., BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 PROPOSED ADA HANDICAP \ ! w "O, ACCESSIBLE ROUTE O ELANDS BY �� 2005 FRESHWATER WETLANDS 71 _77 PROPOSED ELECTRIC \ \ v T ,,.:- O^ w / BOWMAN, LAND USE ESI,, TRANSFORMER T T T `� LETTER ...; NYSDEC PROPOSED ELECTRIC LINE \ ��n=n— -n=-n j���y I 6/20/2018 F 1 / Y �► PROPOSED SITE LIGHT �r� f (TYP•) w m VINEYARD VIEW : • PROPOSED BOLLARD LIGHT , -y PROPOSED WATER LINE NORTH ROAD PROPOSED SANITARY LINE a - ', w TOWN OF SOUTHOLD, N.Y. 11939 o PROPOSED SANITARY MANHOLE 81 2: GRASS STRIP 0 OPEN SPACE SETBACK PROVIDED FOR VEHICLE \ 84 1 ( ) PROPOSED GAS LINE h c OVERHANG (NP.) _ \ D i PROPOSED TELEPHONE UNE PROPOSED HEAT PUMP UNITS w — AND CONC. PAD 82 a6b�- -�, — .4 11 .A i SANITARY. 1 PUMP PROPOSED DRAINAGE SWALE PROPOSED STREET TREE STATION / 1 coniferz7._ / 86 . \ DUMPSTER f REAS ESTATE tlEYETOl MEN T, CONSTRUCTION t MBNA®{MfiNT (TYP.) ._. seal LP LIMITS OF 100' (2005) WETLAND DELINEATION \ I F— I C_ (BY C.W. BOWMAN LAND USE OG SERVICES, INC.) \ \\ 385 �!'�. 36,. J. LIMITS OF 100' (2005) c WETLAND DELINEATION a (BY C.W. BOWMAN — issued date description FL LIMITS OF RAIN I GARDEN / LAND USE ECOLOGICAL 1 7-19-18 2005 WETLANDS DELINEATION °+ STORMWATER SERVICES, INC.) V) RETENTION AREA SURFACE LEGEND: 2 12-7-18 COMMENTS 10-2-2018 3 12-13-18 ADDRESSED TOWN COMMENTS 0 PROPOSED ASPHALT 0PAVEMENT 4 12-18-18 ADDRESSED 12-17-2018 TOWN U- ) COMMENTS PROPOSED CONCRETE o PAD, SIDEWALK o OR PATIO LIMITS OF RAIN GARDEN / STORMWATER o I I_ RETENTION AREA �- PROPOSED BUILDING � � issued date description N PROPOSED LAWN AREA � I rn o PROPOSED VEGETATED AREA a PROPOSED RIP-RAP 2005 FRESHWATER 0 PROPOSED STORMWATER WETLANDS BY C.W. \ 0 RAINGARDEN OR BIOSWALE I / BOWMAN, LAND USE ESI„ / AFFIRMED BY NYSDEC PROPOSED CONCRETE / \ LETTER 6/20/2018 LL a a `� FLATWORK C rn title (SOUTH ) SITE ° P a W 3 PLAN KEY a 0 20 40 drawn by: LMY Feet SCALE: I" =20' checked by: CFD a scale: AS NOTED S 1 -B E ° Sl -A project number: 17106.000 Ln - 0 RECEIVED a —— sheet number 0, 1-' JAN 0 4 2019 THE EDUCATION LAW OF THE STATE OF NEW YORK r- O PROHIBITS ANY PERSON FROM ALTERING ANYTHING Q O IN THE DRAWINGS AND/OR THE ACCOMPANYING 04 �+OUt O TOWn SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION Planning Board OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 0 `° S 1 -C S 1 -D O g SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL SI -D ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE LEXTENT F E ON THE C DRAWING A AND/OR INTHESPECIFICATION (NYS ED. LAW SECTION 7209-2) !Z `fix''Ya:t^ r�`.3'•,x?.»' 5urfce mounted firs-!around mounted r. 291/8 Po 591/2 Pa " ROUND DEFORMED 1"0 ANCHOR PIN 738 mm 1511 mm P AV E M E N TZ S U R FA C E SCHEDULE REBAR (3 REQUIRED) SLEEVE (TYP.) 4" -- _61" SYMBOL SECTION/DESCRIPTION REMARKS4 . � y .° a 2P ; 801 mm 01 -9 10 0._.1 49% PO 14" TYPE 6 ASPHALT PAVEMENT I•�1 —�-- -"--1 -9 • " 1246 mm 2J" TYPE 3 ASPHALT PAVEMENT PROPOSED ASPHALT 325 Wireless Boulevard, Hauppauge, New York SECTION ELEVATION PAVEMENT 11788 NOTE: O O O O O 6" (MIN.) RCA (ON-SITE ROADWAYS Phone 631 300 1010 INSTALL EACH WITH 2-#8 REBAR AT o_ o— o— o— o— o & PARKING AREAS) A 3'-0" BURIAL AND TOP FLUSH owner/developer: WITH TOP OF WHND T P. ANCHOR TO CONCRETE PAD _ _ _ _ _ _ COMPACTED SUBGRADE CONIFER REALY LLC IIII I I I I I I—III—I I I I III 83 E.Main Street,Suite 600, Rochester, New York 14604 CONCRETE WHEEL STOP DETAIL N.T.S. TYPICAL PARK BENCH DETAIL „', Site/Civil Consultant 1�" TYPE 6 ASPHALT PAVEMENT N.T.S. 41" TYPE 3 ASPHALT PAVEMENT (2 LIFTS) 8' O.C. MAX. PROPPAVEMENT ASPHALT O O 00�00�0 O 6" (MIN.) RCA (CR-48 ROADWAY REVOLVING CAST ALUMIMUM PAVEMENT) TRUCK W/ ONE (1) 2 52�� L K.MCLEAN ASSOCIATES, P.C. DIA. SHEAVE THAT ROTATES COMPACTED SUBGRADE LONG ISLAND, NY ON A Y2 DIA. S.S. BALL IIIIII—IIIIII—III—III 437 SOUTH COUNTRY RD., BEARINGS MOUNTED ON AN ":' 'l; '.''i ° BROOKHAVEN, NEW YORK 11719 ALUM. SPINDLE Tel: 631.286.8668 SEED AS SPECIFIED GRASSED AREA 3"(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED ONE (1) #10-5/s" DIA. V WHITE POLYPROPYLENE x SURFACES NOT o W � � y � � _ COMPACTED SUBGRADE OTHERWISE PAVED VINEYARD VIEW OR PLANTED) HALYARD 1 —I NORTH ROAD :�. � IIIIIII I � I I �—IIII W W TWO (2) 3Y2" BRONZE TOWN OF SOUTHOLD, N.Y. 11939 .� � � CHROME PLATED SWIVEL TYPE SNAPHOOKS ° BROOM FINISH, STEEL TROWEL EDGE d (UNLESS OTHERWISE NOTED) ALUMINUM ASTM 8241 X x x—,9--x 4" (3000 PSI) CONCRETE // CONE TAPERED ALLOY a ///, r //' % CONCRETE PADS W/ 6 x 6 6/6 WIRE MESH 6063-T6 SEAMLESS FLAG POLE W/ A POLISHED 2" a _ I I I I AT MID-DEPTH & SIDEWALKS : d�%sem a s I I ( III ) I IIIIII COMPACTED SUBGRADE SATIN BRUSH FINISH XWE_ 4 ' LO .s 4" BROOM FINISH, STEEL TROWEL EDGE . 4 (UNLESS OTHERWISE NOTED) _ coni e r , rr z `•I I '.�' .,:� I�• a " a 6 (3000 PSI) CONCRETE CONCRETE W/ 6" x 6" 6/6 WIRE MESH REAL ESTATE DEVE�O.MEN7,CONSTRUCTION a MANA6EMEN( `:•1 � .".. PROPOSED CONCRETE FOOTING I I AT MID-DEPTH I) f SIDEWALK RAMPS 1IIIIIIIIIIII—III=I COMPACTED SUBGRADE .� I.• I t , .� ONE (1) 9" CAST 1" , I SLAND PLANTED PARKING OR d seal v *a�D G. � u..' :`:u ROADWAY AREA ALUMINUM CLEAT MOUNTED (SEE 2-5X6" S.S. FLATHEAD ` PLAN) (SEE PLAN) MACHINE SCREWS 20' 15' P. P. srosir UJ rn ¢ TYTY 3 � " FLASH COLLAR ORNAMENTAL STEEL PICKET DETAILS- f, 3 HEIGHT MOUNTABLE =1 rn FIN. GRADE N.T.S. CURB AS DETAILED 2" B.C. (BOTTOM OF CURB) y . a issued date description o '• t.:. 5 CURB TRANSITION R= " LIQUID AC JOINT (SEE SITE PLAN) 6" HEIGHT CONCRETE = + 1j" TYPE 6 1 11-20-18 REMOVED PAVING DETAIL 3/4"0 ANCHOR BOLT CURB AS DETAILED ( 6f, FASPHALT PAVEMENTSEE POLE TABLE 182 12-17-18 ADDRESSED TOWN COMMENTS _ #50 BAR CONTINUOUS v � CONC. FOOTING BETWEEN JOINTS 3" a FLAG POLE FLAG POLE BASE BOLT BOLT CONCRETE TO BE 4,000 6" RCA I HEIGHT DIAMETER PLATE SPACING LENGTH I I TYPICAL PLAN O F P.S.I. AT 28 DAYS. PROVIDE a O O 1 0 25' 6" 10Y2" 6Y'4" 20" EXPANSION JOINTS AT 20'-0" MOUNTABLE CURB AT O.C. (MAX.) WITH 1/2" FLAGPOLE DETAIL - - - - - ISLAND IN BITUMINOUS JOINTS PARKING AREA issued date description �.� N.T.S. NOTES: N N.T.S. 1 - 6 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE c ISM3 O " 3 �� CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING 3 2 1 6 /4 CAN BEGIN. 2. MAINTAIN GUTTER GRADE RELATIONSHIP TO � OF ROAD. 0 SEE STANDARD ROAD SECTION. r, CONCRETE CURB DETAIL M o �, � N.T.S. ® G1 y $F B.C. (BOTTOM OF CURB) BITUMINOUS SEALER SEE � n ,':y/' . .,t'��tN�pg"' ;ice i"ss; {;;w„'. ,.,y _ :.; 4" F °: PLAN 1 „ : ,::�� � ;``` ":.;', �� (��°�,°' ,� :�° .�" ;,t'��::� -��.fj °�; 1� TYPE 6 O O ° ,..,tt :.dH „, '.1�:; c ,w <:. ,f j 9 y% ' �4aF• � r , , % ASPHALT PAVEMENT 48 1 �� ¢.. ."; i `xr': ° title »- �_ ,�` '.'°..,, ' .,� , }•. BINDER COURSE R 10.25" ® 14 ..; '." . ' :4 , '� ` ' CON 4,0 +, � „ CRETE TO BE 00 P.S.I. AT 28 DAYS. °k: p SITE DETAILS - 1 > WEEP ® 5 P6 2 3� >' '' °' 'q�", PROVIDE EXPANSION O� O 6 RCA " w�.. / .., . - JOINTS TS AT 20'-0" O.C. HOLE " r 16 N: ' k (MAX.) WITH 1/2" _.. ,,,, � � �" = ?�`�- .:� � �y• ....w,_-_,,. �'° BITUMINOUS JOINTS d o MIN. 1.9 O.D. 00 a" © � �',;: NOTES: fi---8 a� THICK ® ® .,,, 4 - :', „ , m __..._, ._:.:" PIPE, �' xit.� . '• ,,,,." ...": �� ". ;., ...n,,.. , a � O o O ® , s# "»; __ 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE CURED IN 14 DAYS 3 10 G (MIN) X 36 I _ m ' ; r °"tea (MINIMUM) BEFORE ROADWAY PAVING CAN BEGIN. DEEP POURED �.^, CONCRETE BASE OR -� :.4 „:.,4 ro ,ri, ,, ;� : ` "" MOUNTABLE CONCRETE a CONCRETE SLAB .>»�•' . .yy , `" ~r,- drawn y BRC checked y CFD L ,.,.,,.»,..,,,,,_.,: s „�,., -p° ,,,..,, �,° 4 r'Y' '• x.,a. .�''„',"y°' Ra,� '��,.-o w•'w"�. . � " ',' � mm•. .��"�, 'e��� i',w:,ir .p,.`P„`.. "; ,N.a�:' ,N� ,�.„:.,a"+`e'-' �`«s-. ��. '},<r r„� N.T.S. — - 1 n fr � 1.54{ -,.. :. ;' ..�, ,, scale: AS NOTED , L__ ;: ,;3t. :.a " 4t;"vim.' ',aR '" +a ';; fe � .' N D 4 2019 t�,' 'i8 d . .f'R+ rye'4Y y, l •.f- :oaf, project number: 71 6.0 0 ° c "e,n�'<- d ,' . w ", 4»,.. ..,t•f...,, ;;,�°s, ,ya"• out od Town Planning BoardNOTES 3/8„ WEEP HOLE TYP. EACH END %�"._, - ,, �; 4�.... rl L �,� --°' ;�.� � sheet number o' �ALIGN WITH INSIDE 1 . MAILBOX SHALL BE SALSBURY 3300 SERIES 'h `` O OPENING OF PIPE CLUSTER BOX UNITS OR APPROVED EQUAL. THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING TYPICAL BUS STOP DETAIL N O BIKE RACK DETAIL 2. MAILBOX SHALL BE GROUND MOUNTED. IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION ^ /'1 (0 SUCH OF A LICENSED PROFESSIONAL ENGINEER, WHERE JLJ O O N.T.S. ENGINEER MUSTONSIGNR SEAL, DATEANDDESCRIBEL TYPICAL MAILBOX DETAIL N.T T.S• THE FULL EXTENT OF THE ALTERATION ON THE C DRAWING AND/OR IN THE SPECIFICATION / N.T.S. (NYS ED. LAW SECTION 7209-2) _PP 6_' 2- 5 0 R 1 door hardware should P P E S I L N U A,G E 10 '4 T E 0 P I,be easy to operate and INCL 1ED C L 1 B E R be within*reach range,of H Ay WH'P 325 Wireless Boulevard, Hauppauge, New York s eattd user, see ANSi 4.2.6 11788 A 6 T Phone 631 300 1 01 0 H 'CANE JRRI owner/developer: A NOTE: CONIFER REALY LLC ro te 72' SPIRAL SLIDE cH,I P H E E 83 E.Main Street,Suite 600, SHIPS B' -_it C/��J 36 min.-accessible u L 7)PICNIC TABLE SHALL BE TenderTUFF MODEL PANEL Rochester, New York 14604 NI 74 0 7#141684 AS MANUFAC 6 9 ROVED EQUAL. Sife/Civil Consultant IPICNIC TABLE DETAIL I. . . . . . . .. N.T.S.-It It DRUM LIN N F A PAN F L S T A W STEP L K MCLEAN ASSOCRTES, P.C. .. .. . .. . .... LONG ISLAND, NY E BROOKHAVEN, NEW YORK 11719 IS11-IDE Tel: 631.286.8668 VINEYARD VIEW 01611 �,Ik4l Site. Amen*ldes Such As Tenant' Use Trash NORTH ROAD Fat'llittes Must e On Accessible Route TOWN OF SOUTHOLD, N.Y. I 1 939 4 2' ---.- 8 PLAN OF PLAYGROUND IN.T.S.wakralsed to provide When ANSI 'does no''t contain 111 easy acess to the door on specifications 'for the speclific facility, Ifit,e in que at least one dumpster in if III it , or featur stion. related Ieach such public and Ihuman; factors and performance Ispec common use s REAL f5VATE DEVELOPMENT. CONSTIUCTION A MANAGEMENT Icon e acility it' f ifications must be,used .to ifer achileve accessjblllq� Such speacifica- ttions include, but are not limited to, Iseal -,%I) G.4.2'SpaceAllowinces and Reach Ranges, 4.3 Accessible Route. 4.4 Protruding -Obj CE PURPOSES ONLY ects,. 4.5 Ground and Flo,or Surfaces, and 4,15 Controls 7- ( SEE DETAILS BELO < Ind Operating,Vlechanisms. Iissued date description PLANTING BED 2 11-20-18 REVISED V.S. (PLAYGROUND) V) (SEE SITE PLANS)U_ A B A EAST VIEW OF PLAYGROUND 3 12-17-18 ADDED DETAILS (PLAYGROUND) ATM M=2 U_ B Z=U- 5' I(M I N.) L 0 (MIN.) B PLANTING BED 0 GRADE (SEE (SEE PLANS) SEE SITE: PLANS)C� PLANS) B B 0 tI1 RADUIS 3' WIDE ADA (CONC issued date description (TYP.) WALK (SEE SITE PLAN S)GRADE PLANTING BED PROP (SEE SITE SEE SITE PLANS)12.2 x 10.8,GRADE DUMPSTER PAD RETA 0 PLANS)3 C I0 SEE TYPICAL 8 iSCH. 40 WALL FOOTING 0 ISECTION B–B 0 #4 0 12" O.C. ROAD OR GALVANIZED D PARKING AISLE PIPE En B #3 @ 12" O.C. (SEE SITE GUARDRAIL PLANS TYPICAL SECTION A-A C SCALE: 1 5' Ili" SCH. 40 GALVANIZED PIPE GUARDRAIL TYPICAL PLAN ifle SCALE: 1 5'V) 4" REVEAL (TYP.) 4" REVEAL (TYP.)6 SITE DETAILS 2 0 ELEVATION B ELEVATION EXPANSION- B 1"' RADUIS 1/2" BITUMINOUS 3" WIDE CONCRETE 11" SCH. 40 GALVANIZED PIPE 1" RADUIS 1/2 ITUMINOUS 3' WIDE CONCRETE GUARDRAIL(TYP 12" RADUIS EXPANSION JOINT WALK (MIN.) JOINT WALK (MIN.)(TYP.) 4e,'(TYP.) ir,TOP OF WALK GRADE (SEE PLANS)HEIGHAS REQUIRED 3.5' HEIGHT AS REQUIRED—(SEE— MAX.–SEE PLA(D - MAX. 1" RADUIS(2 –SEE PLANS) (MIN.) (2' �NS)(SEE PLANS) 12- POST EMBEDME�T (TYP.)(TYP.) PLANS)GRADE #4 @ 12" O.C. r0D GRADE CORE DRILL AND ENCASED BOTTOM OF DUMPSTER WITH HYDRAULIC CEMENT CURB GRADE IWEST VIEW 0 F PLAYGROUND drawn by: BRC COMPACTED TO 11#3 @ 12" O.C. 95% MODIFIED (SEE PLANS)>1 COMPACTED TO checked by: CFID I36" (TYP.) PROCTOR (MIN.) 36" (TYP.) I 11 #4 0 12- O.C. 95% MODIFIED x 24" BURKE TILE OR (TYP.) CORE DRILL AND 60' #3 @ 12" O.C. PROCTOR (MIN.) scale: AS NOTED 0 APPROVED EQUAL (THICKNESS SHALL BE PROPOSED CONCRETE SURFACE W/ L_ 12"— 11 a12" #3 0 18" D.C. ENCASED WITH E #3 0 1 Sit O.C. BASED ON FALL HEIGHT) BROOM FINISH AS SPECIFIED ENT project number: 17106.000 #3 @ 6- O.C. #3 0 6- O.C.0 SEE TYPICAL a- WALL FOOTING 4" TYPICAL WALL FOOTING SECTION B–B TYPICAL WALL FOOTING#4 @ 12" O.C..00 sheef number B #3 @ 12" O.C. RECEIVED 0) II-24" THE EDUCATION LAW OF THE STATE OF NEW YORK - 0 PROH BITS ANY PERSON FROM ALTERING ANYTHING 00 TYPICAL SECTION C-C JAN 0 4 2019 IN THIE DRAWINGS AND/OR THE ACCOMPANYING 0 PR COMPACTED SUBGRADE SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION (6 SCALE: 1 20" SCALE: 1 5' SCALE: 1" 20" OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 out ol�To_wn SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL S3 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE PLAYGROUND TILE DETAIL. Planning Board THE FULL ION ON THE DRAWING AND/OR IN THE SPECIFICATION TYPICAL WALL DETAIL FOR ADA ACCESS TO DUMPSTER N.T.S. (NYS ED. LAW SECTION 7209-2) LEGEND - - PROPERTY LINE PROPOSED LEACHING BASIN DRAINAGE CALCULATIONS . ' i w ,15 W/ SOLID COVER .. p 1 _A D 1 _C WS-1 WS-9 ¢ " �qM� - 2005 FRESHWATER ;"®` PROPOSED LEACHING BASIN Required Required Description Area(sf) Rainfall(ft) Volume(cf) Runoff Cce Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe 4` r T ' 16 / Stora a cf Stora a cf �a'' - WETLANDS BY C.W. W/ OPEN GRATE g t ) g O O Parking Lot/Sidewalks 11,167 0.17 1898 1 1898 Parking Lot/Sidewalks 1Q838 0.17 1842 1 1842 3 ' BOWMAN LAND USE W Permeable Pavement 391 0.17 66 0.5 33 Building B2 6141 0.17 1044 1 1044 _>; a."7' _ S 12310 , ESI AFFIRMED BY PROPOSED CATCH BASIN TYPE C-2 Grass Area 3,011 0.17 512 0.15 77 Permeable Pavement 471 0.17 80 0.5 40 w NYSDEC LETTER 17 totalstaragerequired(cf): 2008 Grass Area 1,807 o.i7 307 0.15 46 Prop inlet RIM: 21.60 - ----- total storage required(cf): 2973 ° 1„� '�• �`.`f„ :� 6/20/2018 _ PROPOSED DRAINAGE MANHOLE Top of Ring: 20.10 Prop inletRIM: 23.06 Iii - Mi rox.GINElev. 8.87 Top of Rin : 21.56 ?"^ PP g }. ti �- 18 (S TABLE OF DRAINAGE_ EE TABLE W ti \ .- Minus Minimum Vertical separation from GW 2.00 Minus Approx.GW Elev. 14.67 m ,' W3 -- _-- - S, STRUCTURES FOR SIZE p P ' ) =Allowable effective depth: 9.23 Minus Minimum Vertical se aration from GW 2.00 '"''.4s. - - u ti 'o q / ; i_ ; �1 3' „ =Allowable effective depth: 4.89 n I �' ,� % % 0-/ \ \ E, 106, 0 \ Provided Depth per Structure: 8.00 vlf % r i _6iQQ P R 0 P 0 S E D HDPE PIPE Resulting Vertical Separation from GW 3.23 vlf Provided Depth per Structure: 4.00 vlf 325 Wireless Boulevard, Hauppauge, New York ____ -- j \ #of structures provided: 4 ea. Resultin Vertical Se aration from GW 2.89 vlf 11788 �MZ� STQRMWmt-A SWTENTb - • - ( ! \ (SEE SHEETS D1 -A THRU D1 -D g g g provided: Phone 631 3001010 // Provided storage in Leaching Basins: 2188 cf #of structures rovided: 11 ea. i 1r7NfU `q AREASyya - \ --SILT_.FENCE (IE. "LIMITS DD� N \ I 'y FOR LENGTH & SIZE) Provided storage in Rain Garden SW-9: 1352 cf Provided storage in Leaching Basins: 3008 cf /- ---- _ OF WORK) ( / Total Storage Provided: 3539 cf Total Storage Provided: 3008 cf %� TURTLE BARRIER) � \ � � i I owner/developer: l I - CONIFER REALY LLC r 1 s �,� -- - SOIL BORING/TEST PIT LOCATION WS-2 ws-10 I 'L V) 1 I 2b t / 96i/ \ I, \ \ N _ Required Required 83 E.Main Street,Suite 600, I_ I pa.¢ 1 "' \ Description Area(sf) Rainfall(ft) Volume(cf) Runoff Cce Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe 3� z W I a 1*3 \ \ Storage cf StorageIr Rochester, New York 14604 3 ¢ ¢N w p �'.' \ \ " Parking Lot/Sidewalks 7,309 0.17 1243 1 1243 Parking Lot/Sidewalks 800 0.17 136 1 136 ¢ > 3 �l4 - _ CONSTRUCTION I Building B4 3124 0.17 531 1 531 Buildin Area 0 0.17 0 1 0 o = W �� CARD N/ I r \ FENCE`\ `\` ! WS-1 ' S U BWATE R S H E D B 0 U N D RY Permeable Pavers 379 0.17 64 0.5 32 Grass Area 3,193 0.17 543 1 543 Site/Civil Consultant N 3 W W = I p ofl Oa BLDG.1(TYPE C) \ \ - Grass Area 1,868 0.17 318 0.15 48 total storage required cf 543 M p ¢I MWATt R /i` �. g 4 ( ): v it ¢ W 0 w RETENTION FIN.FLR.EL.=23.25'_.. ---- ,1 94 12 \ ; total storage required(cf): 1853 Prop inlet RIM: 22.00 2 ¢ A 2 I Il AREA SW3 23- J Prop inlet RIM: 21.80 Top of Ring: 20.50 W 1 � \ SHEET MATCHLINE 3 Q ` zl ' - - --- / 1 3 ` I ' ` r _ Top of Ring: 20.30 Minus Approx.GW Elev. 13.62 ¢1 t 11/ r e a \ i ' r -- _ Minus Approx.GW Elev. 10.94 Minus Minimum Vertical separation from GW 2.00 teat EE KEY MAP BELOW) =Allowable ieffective Allowableeffectivedepth: 4.88 S W Minus Minimum Vertical separationfrom GW 2.00 N i � c G G -j "\ \• i � '� /r�,` _ depth 7 36 I �,f Provided Depth per Structure: 4.00 Of 13/ e5\: It q m \ \ f3,\ - ----------- PROPOSED GRASS SWALE Provided Depth per Structure: 7.00 Of Resulting Vertical Separation from GW 2.88 Of ResultingVertical Separation from GW 2.36 Of #of structures provided: 3 ea. \\�: #of structures provided: Sea. Provided storage in Leaching Basins: 820 cf L. K. McLEAN ASSOCIATES P.C. 3 LANDBA D 7 I \93 i e /"\ N I I 'rp � -f N Provided storage in Leaching Basins: 2393 cf Total Storage Provided: 820 cf o ®171 ♦�/ Provided storage in Rain Garden SW-11: 188 cf LONG ISLAND, NY ' 437 SOUTH COUNTRY RD., �2 �1 9 Total Storage Provided: 2585 d ___ N \\\ BROOKHAVEN, NEW YORK 11719 € = €--€---€ ;' ; \ s \\\ \\\`; Tel: 631.286.8668 - FIS --- -- FM v FM i 1 � 1' ' i ---___ - -�- \ \ \\ WS 3 67 r • s • i 1 1 - \ wv v Required Required \ \,\\ Description Area(sf) Rainfall(ft) Volume(cf) Runoff Cce Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe i c G �.r ♦ i 1 - f/ l6 �6_- :' -- ----- \ ` `,`, Storage(cf) Storage(cf) - - 27 Parking Lot/Sidewalks 6,926 0.17 1177 1 1177 Building Area 3657 0.17 622 1 622 19 \ _ - - �� \, \\\ \ Building Area 0 0.17 0 1 0 total storage required(cf): 622 Grass Area 3,477 0.17 591 0.15 89 Prop inletRIM: 23.10 total storage required cf: 1266 Top of Ring: 21.60 3 I ''9J __ _ g q O VINEYARD VIEW BLDG 2(TYPEB) i /+� 1 -- --- - � � � \ � \\ ` �\ 1 � �\` \ Prop 22.42 MinusApprox.GWElev. 8.87 j \ / v, ; t®87i %Z� - - �� ` l� ) \ Top of Rmg: 20.92 Minus Minimum Vertical separation from GW z.00 NORTH ROAD I \ 20 N FIN.FLR:EL.=23.25' \ 21 Minus Approx.GW Elev. 10.94 =Allowable effective depth: 10.73 Minus Minimum VerticalseparationfromGW 2.00 TOWN OF SOUTHOLD N.Y. 11939 / � 0' / q I � Iw • ` /' i 22` v\ `, \ \ =Allowable effective depth: 7.98 Provided Depth per Structure: 7.00 vlf r I " M tL /22e1. \ 1g - \ \ \ Resulting Vertical Separation from GW 5.73 vlf - •89 - '�� Provided Depth per Structure: 7.00 vlf #of structures provided: 1 ea. a \` P Cu m - T 31 E TO d 5�R \\• \ \ \ Resulting Vertical Separation from GW 2.98 vlf Provided storage in Leaching Basins: 479 cf I I a #of structures provided: 3 ea Provided storage in Rain Garden SW-9: 1352 cf , \ I 3 fU in / / 24� i25i e` 30 3 I N 12 e\ / �� /e 29 1 SRR\ \ \ \ Provided storage in Leaching Basins: 1436 d Total Storage Provided: 1830 cf / 128 /^ - ' Total Storage Provided: 1436 d \ \ \ B-6 \ - O O r ` �/�// ` \ WS-4 Required \ et34 ' ,35 j O _ w Y� \ So \ Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe \ 3�i 0 t _ O P \ Required Storage(cf) "\ ^� r \ \ C Description Area(sf) Rainfall(ft) Volume(cf) Runoff Cce -- i%i' `` 3 \ov I F ` �', O O -- -.� i58® __ t627 -� ` ` f, v ��\ Storage(cf) Building Area 3657 0.17 622 1 622 Parking Lot/Sidewalks 8,735 0.17 1485 1 1485 total storage required(cf): 622 }� _ �, / e1 i 1 1 •\ ® X60 /e 1 - Buildin B3 6141 0.17 1044 1 1044 Prop inlet 23.101 �irr-'„�';i ,Ne.� " •' 63/ 8 v,a i,/ri,.:,rJ op ` BLDG.4(TYPE A) e` 2 I / I \� \ , \ Permeable Pavers 387 0.17 66 0.5 33 Top of Ring: 21.60 3 a 42� BLDG.3(TYPE B) k �2 J \ \ /591 / FIN. LR. 64/ N �P Grass Area 944 0.17 160 0.15 24 Minus Approx.GW Elev. 10.86 ROP SED 10 -�- w a Minus Minimum Vertical separation from GW 2.00 FIN.FLR. -- - --- BLDG.6(TYPED) \ total storage required(cf): 2586 P H T \ IU S ER h e - \ B- 37 45 EL.- \ 2 l 23.25 \ 65/ FIN.FLR.! \ \ Prop!nletRlM: 22.00 =Allowable effecLvedepth: 8.74 23.25' o �J _ N I � G ■ � 90 EL. F � To of Rin 2D.50 ®9 I /e 23_25' NRM ♦ \' \\ `•\ Minus Approx.GW Elev. 10.77 Provided Depth per Structure: 7.00 vlf o -(L 710 \ \\ C if/�E�`_lB� N o n SEE/ - 1 \ \ Minus Minimum Vertical separation from GW 2.00 Resulting Vertical Separation from GW 3.74 vif TM 27 No • -`# S �/�1 ) ` \ =Allowable effective depth: 7.73 #of structures provided: 1 ea. ® \\ .._ M FM / t 727 �� \ REAL ESTATE DEVELOPMENT,CONSTRUCTION A MANA•EMENT 4:/ FM � F ) � \ \ Provided storage in Leaching Basins: 479 cf \ !• !e \ \'�� \ w -<._ ___ _ S'_2 _', / `, Provided Depth per Structure: 7.00 of Provided storage in Rain Garden SW-10: 344 cf sr'--�1` I ) v v I �' N - • Itr r \ Resulting Vertical Separation from GW 2.73 vlf Total Storage Provided: 823 cf �( Q r ���Z L ION #of structures provided: 6 ea. +� / / �~ - - Provided storage in Leaching Basins: 2871 cf B-5 Seal Total Storage Provided: 2871 cf Required Description Area(sf) Rainfall(k) Volume(Cf) Runoff Coe I \ - -- O ` • M F FM -'` --.FM `FM 1�1 _ • �?,3� - - " • - Buildin Area Storage cf) {`' t 3 \ \ S S, _ S S W _ ____ T WS-5 g 3123 0.17 531 1 531 E i.}: / =' Re uired total storage required(cf): 531 j Description Area(sf) Rainfall(ft) Volume(cf) Runoff Cce FIN.FLR.EL.=290' ' � -. �-_ _ � � �s / forage(cf) Prop inlet RIM: 25.07 j __ ParkinLot/Sidewalks 11,247 0.17 1912 1 1912 Top of Rin 23.57 ��1 4 - E E BLDG.7(TYPE D) I' g g 5s98rJ S CCE EN. Permeable Pavers 63 0.17 11 0.5 5 Minus Approx.GW Elev. 16.72 W / ® ot+ .` } 2 `\ to 3 74 r 3 FIEL�=R \ Grass Area 1,927 0.17 328 0.15 49 Minus Minimum Vertical separation from GW 2.00 �1n \Q� - i .,.Y. Oj. . . 56 , .- ,, �` .\ a / l it,� iI O I ; ( 0 V 65/ VAL-EMMATERIIETE61TJOATARFl+ -' 1' -23-__ 23!25' i total storage required(cf): 1966 =Allowable effective depth: 4.85 JJ JJ _ �' IN GARDENAZI / " �B 5 STORMWDEN/I c g g • ' �.= Prop inlet RIM: 22.42 3 l di E"""WATER EE T NARE �w I B7 , /: Top of Ring: 20.92 Provided Depth per Structure: 4.00 vif - SW NSW7 til Minus Approx.GW Elev. 10.62 Resulting Vertical Separation from GW 2.85 vlf Minus Minimum Vertical separation from GW 2.00 #of structures provided: 1 ea. _ � =Allowable effective depth: 8.30 Provided storage in Leaching Basins: 273 cf BLDG.5(TYPE A) - issued date description p Q \ ` \� I - �\ \ �� � Provided storage in Rain Garden SW-8: 790 cf p W Z I \ r FIN.FLR.EL.=25.15' S s n , Provided Depth per Structure: 8.00 vlf Total Storage Provided: 1064 cf s` �. , 1 3-21-18 DRAINAGE CALCULATIONS 0 ?o c�9 / `, \ \ \ /e` e` 7 1 Resulting Vertical Separation from GW 2.30 Of U B5 1 76 7)3) \ ` ---- -----_ #of structures provided: 4 ea. C-C LSI % I/ ;/ SQ1 I r \ \ \` j •G S G S • \ \ Provided storage in Leaching Basins: 2188 cf Required 2 7-19-18 2005 WETLANDS DELINEATION _I _ ®3 Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe _ ` - - - Total Storage Provide d: 2188cf storage(cf) 3 8-22-18 REVISED DRAINAGE CALCS 9 \ W�. _ Building Area 2650 0.17 451 1 451 -27 !?2{`' `� , \6 WS-6 total storage required(cf): 451 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS 61i 1.RAIN E e _r T -1 ---= Required Prop inlet RIM: 28.20 - GARDE\ 1 B4 Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe ~ I _ _ ENTI _ \ \ 10' OPEN SPACE - Storage(cf) Top of Ring: 26.70 5 12-18-18 ADDRESSED 12-172018 TOWN COMMENTS 1 12- ; 00 3 / 8 AREag2_ -�- Eh _ SETBACK PROVOED_ TYP. / Parking Lot/Sidewalks 10,696 0.17 1818 1 1818 Minus Approx.GW Elev. 16.62 � I i i � • / T�ETORMWATER -z6--\ � ON SW - - - / O j i i_ \ ` , L _- N \ Building Area 0 0.17 0 1 0 Minus Minimum Vertical separation from GW 2.00 i I I 2 /' i , t, \ �Z ,�- �I LIMITS Pervious Pavers Area 0 0.17 0 0.4 0 =Allowable effective depth: 8.08 �O I W ''! /•! �/ C ♦ &,,, \ Grass Area 9,242 0.17 1571 0.15 236 > � / � --2s--_ _ a ' OF 100' (2005) total storage required(cf): 2054 Provided Depth per Structure: 4.00 vlf W / / Resulting Vertical Separation Prop 22.80 gfromGW 6.08 Of ISSUed date description WETLANDS ti ' / \ \ ti �� Z ti ti \ t 86/ • - To of Rin 21.30 #of structures provided: 1 ea. i BUFFER P g W O i / /\ - j / l RgINGAR - Minus A rox.GW Elev, 13.62 Provided storage in Leaching Basins: 273 cf 1. iii I i i . j, l � � /`!J�/ - i j l 1 t N/ PP g 3 / // ` TENT�O Ar (NP ) Minus Minimum Vertical separation from GW 2.00 Provided storage in Rain Gardens SW-5&SW-6: 200 cf AR =Allowable effective depth: 5.68 Total Storage Provided: 473 cf D az, Iii � /i% % � /� I` \ ,' , ! :I �J / - r // / � • s\ Provided Depth per Structure: 5.50 Of B-1 y ResultingVertical Separation from GW 2.18 Of Required P Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe q U / �� • � #ofstruduresprovided: 12 ea. Storage(d) O / \ • \� OJS Provided storage in Leachi ng Basi ns: 4512 cf Building Area 6093 0.17 1036 1 1036 L Total Storage Provided: 4512 cf total storage required(cf): 1036 O \ ` i ` i �\ Jy Prop inlet RIM: 22.09 i l U \ WS-7 Top of Ring: 20.59 /) \ i i -� • Required Minus Approx.GW Elev. 14.00 Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Storage Minus Minimum Vertical separation from GW 2.00 \ �l�\_-- - r/ \ \ ; I Parking Lot/Sidewalks 18,354 0.17 3120 1 3120 =Allowable effective depth: 4.59 Permeable Pavement 73 0.17 12 0.5 6 -,LIMITS OF",-RAIN '$ -.. 1 Provided Depth - \ Grass Area 25,008 0.17 4251 0.15 638perStrudure: 4.00 Ulf O \ GARDEN ' total storage required(cf): 3764 Resulting Vertical Separation from GW 2.59 vlf \% _ i 5Tf}RMWATER \ 1 Prop inletRlM: 22.41 #of structures provided: 3 ea. ' i RETENTION AREA '' , Provided storage in Leaching Basins: 820 cf i ` Top of Ring: 20.91 g g title /� • , s ' _._ - 1 Minus Approx.GW Elev. 14.00 Provided storage in Rain Garden SW-4: 278 cf GRADING & Minus Minimum Vertical separation from GW 2.00 Total Storage Provided: 1098 cf `� =Allowable effective depth: 4.91 D1 -B' 1 D - _ _� \"f4s� Provided Depth per 4.50v1f - - DRAINAGE ' \ \ __- / > O � / \ I / �' - _ � � - __ � �.- � Resulting Vertical from GW 2.41 vlf #of structures provided: 13 ea. " ♦A / O, 50 0 50 1 00 Provided storage in Leaching Basins: 3999 cf PLAN Total Storage Provided: 3999 cf o NOTES: SCALE IN FEET Ws-8 1 . REFER TO DRAINAGE STRUCTURE TABLE ON SHEET D2 FOR ADDITIONAL Description Area(sf) Rainfall(ft) Volume(cf) Runoff Cce Required 1 - Storage(cf) a 7 I INFORMATION REGARDING DRAINAGE STRUCTURES. Parking Lot/Sidewalks 1,527 0.17 260 1 260 Permeable Pavement 58 0.17 10 0.5 5 2. REFER TO SHEETS D1 -A THRU D1 -D FOR ADDITIONAL INFORMATION REGARDING Grass Area 1,6sz 0.17 zgl o.1s 4z PIPES SIZES 8C TYPES. Prop inlet RIM: 22.54 total storage required(cf): 307 drawn by: BRC P g: RECEIVED checked by: CFD To of Rin 21.04 Q) \ Minus Approx.GW Elev. 14.00 D- \ Minus Minimum Vertical separation from GW 2.00 o I scale: AS NOTED E Q \ ) =Allowable effective depth: 5.04 JAN 0 4 2019 COA F T i \ I Provided Depth per5tructure: 5.00 vlf project number: 17106.000 O \ Resulting Vertical Separation from GW 2.04 vlf SOUL OF own C)_ Planning Board II Provided storage in Leaching Basins: 342 cf Total Storage Provided: 342 cf � � sheetnumber THE STATE OF NEW YORK O PROHIBITSTHE ANYPERSON LAW FROM ALTERING ANYTHING N O IN THE DRAWINGS AND/OR THE ACCOMPANYING 00 O SUCH ALTERATIONS ENSED DARE SMA EI, THE ENGINEER,PROFESSIONAL KEY MAP A LIC IONS, UNLESS UNDER THEDIRECTION DI ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 0 ", DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) O x 1984. O 9 L I x 1563 RIM 20.50 x u.OB - ; 8 .20 . - , ' r-- N '� � 20.50 RIM 20.50 • _ 16 ,, -. � � f z X x 3 33 /-'-. RIM 25 _ �}- W. k 3338 / /. L '� _}-.19.05 2 :50 J x 14.41 32.40 \ •/ .W. i H8 • ./ U W .- - - - !- �j 41 �� x 15.72 ; x a I250 �. H. Q /. - _`�. x 14.04 (• Q 4.71 1 I X 2 D\.. .O O {j} O X If.59 {{ I I 1 10 - F F w ;' o.5 �. /� 4 20.50� RIM 21.00 - CONSTRUCTION FENCE f 1 22.70 0 20.50 - - I I I 1 22.3 I x n7D / \ I II 23.75 '\ 0�0 / i -�`� 1,9" �0 W x 21.46 4 $ 1 II 21 _ 22 � 4F I SILT FENCE '` -- -- -_;- 22.00 3. �' ` 5 LF` �- 22 (I.E. LIMIT OF DISTURBANCE) x 1392 325 Wireless Boulevard, Hauppauge, New York M d J X_ II 5.99 / 3. R ' .53-`:"® i 1810 HDPt'-'� `; >) � \ (TURTLE BARRIER) 11788 �} RIM 28. 0 I I ' ( oo 2 '; �; 2005 FRESHWATER Phone 631 300 1010 3 > I 2. I 23.13 213 BY x 4,73 LEGEND: BOWMAN, LAND ESW, 3 w a x 33u J DB I-' I I 2.00 22.00 22.10 h�'Z�e 23.13 .3 �I i owner/developer: T T T W I I I ; `` 2.00 1 �u 4 AFFIRMED BY NYSDEC W x > 25 1 I ) I 7 L 8"0 PE ' r . © CONIFER REALY LLC \� ^� 83 E.Main Street,Suite 600, I I { 23.20 23.20 `�� ���"� LETTER 6/20/2018 2.00 . _; I 't 23.20 W 23.2Q3.20 �`--WF - -� 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 X 16.24 W Z I 23.20U I I I 1 I- a Site/Civil Consultant z Q.�,2 .00 23.20 23.20 x 22.06 z o z w 23.20 J 22.70 TC 25.50 PROPOSED TOP OF CURB W I I I 1 ( (� �' W N I 22.32 BLDG. a- 23'20 10 LF BC 25.00 PROPOSED BOTTOM OF CURB ♦�;� 1 I Q d' I- Q. -- i- �`18"� HDP .- q3 i I I ( I i • . i. . .I x 62 22.23 0 W �.. 23.10 CV ~ j ® ® ` A I I I i,�I I I I ` - 0 ° 2 I FIN. FLR 5� W a FC 25.00 FLUSH CURB ELEVATION { c= a 9.29 �?6.16 .23.20 m F- Z ' 22.80 If - 23.20 - II � \ LP N I ` \\ 22.00 23.20 LL. _ 1 3 1 , '-� s� E \ RIM 25.00 PROPOSED RIM ELEVATION 2.00 \ L K. MCLEAN ASSOCIATES P.C. X x >i■ '" / ��'•I' .. 22.00 23.20 23.20 -- _. ---- -TC 23.00 23.20 i® �� T LONG ISLAND, NY BC 22.50 437 SOUTH COUNTRY RD., Qa � RIM 25.00 6.90,.- � \ I � x20.51 ROOKHAVEN NEW YORK 117,9 28.04 O ' i r •22.00 : . � 2__ 23.20 u ; j ` \ £ x r6s4 ' A I I 2.00 (4 1 , . RIM 24.50 I F I d�° �jJ 3.20 23 20 - -- w ,� ® �; I PROPOSED LEACHING BASIN B 3337 3378 L1,J "' ! I ' I .,./ / 70 $tP Tel: 631.286.8668 22.00 �{- " , E r 23.13 6 - - 23.1 ' 15 % W/ SOLID COVER \ i 23.00J ._..._._ / 4 2 23.13 $1 3.1� �. ® I -� _....._w� BC 22 64 I 3. 7 3.11 TC 22.6 23.11 TC 23.00 BC 22. X: a _ !/ 24.91 24 23.7 ` 23.11 Gnr5G G C 22.050 G- O G G - '.- 15 HF 9 �, ~ I x 19.90 x 14.72 C3•� PROPOSED LEACHING BASIN __.-.,.,___._._...... _ __ _..__ - / OPEN GRATE TC VINEYARD VIEW 2.95 � \\ � W x _ II I TC 1 23.066 i _ BC 22.6 24.2 TP-11 `'s Br% %22.50 . ®'`; W I x,9.97 \ ,p, PROPOSED CATCH BASIN 031.73h a 22"6.38 BC 22 5 / ��,pQ T 22.65 `--' `-- ) \ r 17 - , L ,z x 19 - � II 1 T 23.971 �� G 22.64 I �c 22.4b W � ' NORTH ROAD 3326 + II I B 23.171 BC 22.70 - " - i TC 22.42 '•. ` TC 2.87 , TYPE C 2 3 T 22.95 f BIC 22.17 '.� BC 37 TP I� TOWN OF SOUTHOLD, N.Y. 11939 ITC 23. '2 23.09 r3c 23. 2 TC 22.89 TC 22.35 TC 22.so r PROPOSED DRAINAGE MANHOLE r2. 3387 ' _1�'sss , ` C 22.84 BC 22.10 BC 22.40, r w~ •55 ' 18 SEE TABLE FOR SIZE) by it 396 -i 2 II I3 V j ®' TC 23.15 BC 22.70 RIM 21.80 R�M 80 22 i 1 ( ; I / BC 22.90 T .40 ;. .�c�--AN D BA , _ Tc 22.95 C _ ;y� �27 / 2 3o F ,--, 15 LF ` 2 40 PROPOSED HDPE PIPE `.__,� TC 22.95 2 FC 2 � x,9,BB �' ' / �-;�'". BC 22 15 EE P ` -_.._..� ___._......_ II I 22.70 BC 22.21 N � � 1 PE , �18'� DPE , �° S LAN FOR SIZE) " TC 23.6-PC TC 24.42 e E C 22 46 E N ��� ` I __ 22.40 22.6 37 3 13c" ! - T1 $�T T T T 2 \`- % ` 01- N. ~ 2 x 21.07 'i o� .// ,,/Fn /3� Q ` .,, 32.88 (p• TC 24.33 FC 22.84 TC 22 28 r „ �ti ; r , / //, ® �� PROPOSED MATCHLINE ' II i TC 4 0 BC 23.83 BC 22. 4 TC 22.3 �, SEE PLAN KEY) ;± ., y, c 22.eo 21.98 ._,�C 22.90 ' 9.78 4-27135 B 24J 23 F / �-•}� 7.7 I I f� � BC 22 9 BC 22.7 ,�.........__, BC 22.1 E E E E E PC 240 E � 2� I/ OOOF M ll I I 126. • , a TC 22.96 • T-�-T 'f T T T T T _ I BC 22.90 BC 22.77- TC 22.5 \ I{ I I 3{60 II� x n.9 TC 22.98 TC 22.6 2 b S S -s' S �s S s s s 23 1 N TC 23.00 TC 23.00 `d0 x IB.26 x 16.54 --{ ---1- TC 24:10 BC 22.75 BC 22.31 BC 22.50 '-BC-'23. 5- I I BC 22.50 , x -�- _�___ _E \ I- - - 3 =-L-J I $ BC 22. 0 50 FC1 W 2.6 `� conifers . ...,. 13.GD G G T T T T E �7 T 6 24.60 C 22. _ 23.03 TC 22.91 TC 23. O 22.6 REAL EETATE DEYEIOt NEXT,CONSTRUCTION 6 MANAGEMENT G G22.419 W !.x 34.05 G G G - - _ _ 3 _ _ 8 _ _ -� _ 22 92 BC 22.41 3.11 BC 22. 0 3• 2'2.75 23.11 2 .13 32.53 4 �+ 22. 23.,1 23• 2F,.Y4 .07 24.90 ,--�� 23.15 23 2 W i / W~ ° / r FC 2. 9 -23-t . 22.2.9 23.13 7 seal \ 1 ,5 _ L \Q 1p��D G,p7�, •�\ TC 24.09 T 2 .20 23.25 T __+32.4 2 . i 4/ BC 23.59 '_' BC 2-70 23.20 23.17 23.20 23.10 2.55 a o0 22S20 23.20 / 22.\� 71 M' 2.58 I W � o 23.20 48 2.61 32 �o X 3:,90 4/ m - - BLDG. x 6{, i.--4 50 x 1696 V ��� .r.6C3 _40 O 2.59 11 F- 2.3 a W,~ \ / e e23 23.20 .J z W N RIM 22.00 c �� ' -" 2.j �y� _. 132:51 15 LOPE ® CF 1 '� - coy 3.0-5 E 0 A a TC 34.17 I N . Dp -o x 19.3, Cf BC 33.67 ,;'I W~ ,� s , - .�� ` - E -_ 22. x 26.90 C x Q 23.20 � E, u PROPOSED ZIPPER DRAIN TC 33.6 �I I I i ` I n`' TC 2 .0 RIM 40 „-..._ RIM 22.80 cl I W x 34.18 3 t3 BC 33.17 ;` description r �o e 0 = BC 2 .5 - Issued date d npt pT 3m TC 33.9 - 3 `�-`�' w INV L.47 c 0 4 - 2 2 BC 33:42 TC 30.71 E'� TC 2 .3 / .I I ,W 22 50� /9f 1 7-19-18 2005 WETLANDS DELINEATION x �_ BC 2 .8 3.20 E i 1 > F� z M TC 33.50' W~"� BC 3 .21 C 7..00 - / 23.20 23.20 �® i 18" 2'07 2 �� 2 8-22-18 ADDED STR'S:23c,23d,37b v j . - •1% BC 33.00 C 126.50 BC 25 82 i `� cv;230 `1"3 I I �` - e ;- 50 O ®1 -1 L_ F111'•. ! I ( �J I� 4 TC 2 .5 / 23. 7 $ 23.0 �w 33.3133.,0 M W BC 2 09 / x 24.,2 O , T .19 y 23.20 23 15 RIM 4 4 �` x 18,77 ADDRESSED 10-2-2018 TOWN COMMENTS 0 33.02 0 ® B 22.69 4 12-7-18 U 3 .56 + r� I a ""� / a 23.20 IM 22.80 RIM 22.80 _ \ �8 r �o T T T T T T r 2258 5 12-21-18 ADDRESSED 12-17-2018 TOWN W I 2.o ` J - `� 1 22.60 22.90 COMMENTS 3.37 N N u� - 23. 2 . -.� / i "� Ate' _ F - F F �I x i +33.13 / o0 4.10, / �� LF23.1 fJ _�°a' o e `�23.10 3.10 i \�11 ?w ✓ v �W~ a cD '1 HDPE t 000 r O s r E o N �` ' �® °e` i3.1 g LF �� 15 �F P ® 3 0 RI 22.60 ® A x 209 '�"" ------- O TC 33.6 / I t / i . �� 15 i ® 8 W O I ) I / i ti �` / 23.1 , X180 ' � 1 /19, p BC 33.1 Wr N 23.63 67 � 1 r -- � I issued date description Oy }�pyI -�• 335 9'r ` '-4.7% ��+/°" �CQ a 24.83 \ 2 ,- �',Z r 2386 / \ .23 . H p O I N . TC 24 00 h n / 3.29 . -�, 8 W __ M TC 178 I BC 23.50 24. 5 �`.__�� voQ� �� >,, p I: - x x 34.4 BC ~28 0 / 6' 24.59 W - 2 ^ cp, S O 23. 6 P-4 'x 21.9 0 X 34,32 '.},12 S( ���` $ !!J 3.1 {., / t�4. 5 32.03 - __. s 23.39 ^,m r 2 7 3.20 TC 22.$0 3. 5 _ I �- ' 2 1 x x 2891 y 23 20 _....... � r t COa ,,. 4. BC 22.30 EC 22 30 FC -}'32.5 x 31.4. W~ 25.85 24 I 03 00 e,,y 10 23`200 2 .OS _ TC 22.90 F W F. ',,. 2f.40� 39 13 �` 2.p - 0 0 75 N� ` Q ' �� ; ` O�Q r I TC 23 00 BC 22 40 BC 22.50 }' 3 - �' ; .4� i 23.10 BC 22.5 BC 22.30 W~ TC 26.33 I .,o r I t O 23.20 TC 22.75 p I 34. 1 � 1 T / C 25.83 - ^`'� - i 1 O 3.2 23.09 / BC 22.25 4 i ®� 24.16 m O RIM 22.00 I o I I - 24.09 O PROPOSED ZIPPER - - 24.29 12. .bo 1 Y DRAIN BC 22.46 B 22.35 /' +, .``,oQ h O 2_00 4 TC 22.70 T 2 2.59 I ;�8 To -1 .5 T , i 24.40 ^rm x 9 23.06 I RIM 22.80 TC 23.00 " 34.95 I� - I r W 2�Y0 6`0 i yDp - I \ / ^ O INV 22.47 BC 22.50 . CJ 26.38 RIM 24. 2 / 24.42 ^ _ LF N 1 34.94 W 0 (3` 1 23.25 / `r4 , 1 ~ 4.59 \ TC 25.1 24+28 / ' $' HDPE �� RIM 22.60 x 21.07 r� \ m c 3 TC 25.46 BC 24.6 25 57 x 27.97 � �`• � 178.IS i` , 23.20 � 2 9TC 22.54 � 1,3t r �` �� \„ W C_24 - ®l `` �Z4� C) yop 3.50�� �8»� 1 L 3.20 N 3.2 BC 22.29 C 2.57 k° IMI 22 4 x \ I 25.11 TC 25. 0 \ : `--'' 1 <c F,�_�. 23 8"0 CM T ~ BC 25. 0 /25.85 ��Q<v -}2 �� ; 23.00 N TC 23.00 -1.2% -41C'22.32 3 Q I 3,35 x 3219 - \� , TC 2 .2 6 / 5. 8 ' �'� 3.75 i ®i .63 -1 - 2 BLD TY � B .50 RIM 22.2 o,2. I j title 34.47 35.00 c \ BC 2 .7 2 m w ` 3 / w x 31.20 i 25. 8 r 2"4:��3 ^ ._. =. $ �• -� ( NORTH ) 0 4.70 x .3B -_ .69 T 22.54 / 22.25 ;' ��� ~ / \r a �TC 2 .5 5.8t _ �S 7 r 23 J B 22.29 FIM 22.26 t s. ,- � , \� `'� B 2 .o _ 2 F_\ 22.4 ROPOSED 1 \� �' t - --- c� - ?S $.73 25.5 i� ® y4.6 F cp TC 2 .2- i t i 23.67 U SHELTE R g_'_-_._ 4 L� BC 2 .75 26.h `�" I DRAINAGE I ` , �` ; , x 2363 ; �y�y �QQ r 3 C4 `�C 26.70 _. 25.33 .34 �0 48 LF o�f�/ r� -2.2 I : / I C 26.20 25.31 r� _ PLAN '� � ` x 29,79 dr 23:61M 2 0 3 23.1 \ z x 1927 18^,p HDPE /-- - _ _-�'__ I '� 3 C 6.90 ;,; LL `-' 0 x 35 0 6.86 C 6.40 bZ 27. 0 2 , 25.31 •10 3.20 18 H / 20 40 32.60 4 \\r `�C � ; x 14,23 3.2 RIM 22.00 DPE '-' 09 0 35. 2. 4BC126.99 26.49 1 ;� i RIM 22.29 Feet \ 27.15 7.0 23.10 C\ x 1858 TC 23.00 04 �� - 1.2 49 `�__�'�-25.40 �� BC 22.50 SCALE: -20 3 ' x3 , 2 2.16 - 27. 5 2 - t 2 - TC 27.90 Q x 3•� 23.1 . PLAN KEY �- 32.60 (x 3 os \ _ 8 48 27.91 x 31.62 BC 27.40 25.52 �' •'-` S S s S_ drawn by: LMY ,STC 27. 0 27.,5 r BC 22.47 -0 �, 4 sss s. BC'-27. 0 - FC 27.13 /- ,; 9 :Q2. BC 22.50-,, TC 22. s Q \ 7. - 7.40 5.57 / . TC �.60 - checked by: � 2.49 ® \ TC 2.68 � / ®; 3.0 BC 2.43 RECEIVED ED CFD \ g -' TC 28.16 FC 213 r'2., X26,0, <v 23.12 3.00 ^ n scale: AS NOTED 3440 x 33.04 \�. 3Q� 2.70 \ 3 p}+ 27.06 27•? QC 23.37 BC 2 .50 N F1� 2.88 32.6 I 2 ,97 2$ ® 28.22 FC 27.7 B 27.40 `., +25.60 `Z 23.03 JAN q r S 3.03 x 2039 \, B C 2. 7 2 19 Q W c r 4-25.56 I 22.70 TC 22• O 1 �� 3 2• `° 8' 2 0 FC 27. 0 x28,7 23.25 3 3.07 0.77 0. 6 -- _�r 24.88 23.8 a _� TC 22.82-x 19.2 project number: 17106.000 m 32.86 Op 23.20 22.70 E Q_ p 1 _A 1 0.612 \\, B x 30.44 5.45 25.22 '-` ^Z •.23.20 FIC Southold--Fown o 3.31 3.02 9 n n e h 28.22 TC 8.16- �F i 15 ,� . I L TP- '�- ° 22.86 1 Planning Board - - O 1 I 69 3.19 e - - r s BC 27.662 .75 ' - ` 6 m H� `/ 8"Sb HDP 23.20 a ` 3.39 -I 33 9 31. 9 30.26 9 --� �r TC 2 .25 , `� �5 P ' 18" D / ` 1 LF RIM 23.1 - 23.09 24.18 3 22.95 22.92 ~ O 22.65 sheet number o 3. {3 �I a s TC 26.70 ,, 'RIM 23.58 2 23.16 2 ami 3.54 i� \\r 2 BC .75 BC 26.20 .85..... __... / tF 1.0 23.03 X \� / 23.95 �_� _..._:.,_ . � 0 23. 1 - - C 2`2.62 E STATE OF NEW YORK L 4. 3343 28.60 4 •39 FC 7.80 S ,oZ 26.41 N 23 78 �1 E THE EDUCATION LAW OF TH 28.80 , �c s FC 'L/•72 ` � F 22.72 PROHIBITS ANY PERSON FROM ALTERING ANYTHING rn .*33.73 ' `- 99 EL s 25.09 TC 24.00 00 06 8.16 TC 28.63 TC 26.25 TC 25.80 25.31 BC 23.50 . RIM 22.40 TC 23:24 - C 2 FC 22.58 LS THE DRAWINGS AND/ORSI THE ACCOMPANYING BC 25.75 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION DI -A 15;82 3g B o� 30 23.3 B F� OF A LICENSED PROFESSIONAL ENGINEER, WHERE 'T'_ ® 22 TC .83 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL _...___ ° 23.99 TC3.03 N o x 34.1 "�� TC 38 s C 27.0 TC 26.95 TC 3.78 TC 23.35 C 22.36 RIM 22.30 ENGINEER UST GN DA A DESCRIBE 0 o r D 1 - r R`. _. _. 34 30_59 ' O 0 C 2 `L� 1- �- -- _ �r'3.28 B� 22.855 8 .78 _ TC 22.61 TC 23.88 D 1-C I rn I 31 c c S S S S S M SI SEAL TE AND D SCR BE BC .11 B 2.7`8 �-_,.. THE FULL EXTENT OF THE ALTERATION ON THE C � ( MATCHLINE A DRAWING AND/OR TI THE SPECIFICATION (NYS ED. LAW SECTION 7209-2 '7 D_ 106,oo,- PIN&CAP IO.Os FND, r .. x 11.77 X 24.04 x 1302 x 1218 x 452 x 9.3 � 5 N x 12.97 \ \ 325 Wireless Boulevard, Hauppauge, New York .1 4.73 / . \ \ 37 11788 Phone 631 300 1010 / x 1382 \ \ X,D.32 LEGEND: \ \ owner/developer: CONIFER REALY LLC 83 E. Main Street,Suite 600, 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 x 11.14 \ 10.42 Site/Civil Consultant \ 999 TC 25.50 PROPOSED TOP OF CURB \ BC 25.00 PROPOSED BOTTOM OF CURB % 11.46 X 14.1711 -x,1.44 FC 25.00 FLUSH CURB ELEVATION X 1251 T l t3A6 RIM 25.00 PROPOSED RIM ELEVATION \ L K MCLEAN ASSOCIATES, P.C. \ f _ LONG ISLAND, NY 437 SOUTH COUNTRY RD., x 12,73 BROOKHAVEN, NEW YORK 11719 x 11.72 X 13.17 / I I a• � PROPOSED LEACHING BASIN Tel: 631.286.8668 W/ SOLID COVER X 14.72 - 777 - i p PROPOSED LEACHING BASIN \ III x,16/ W/ OPEN GRATE \ x 17.73 \ \ \ 2005 FRESHWATER -� VINEYARD VIEW x 722 i\ WETLANDS BY C.W. �,7 P•YROEPOCSED CATCH BASIN NORTH ROAD X 128+ AFFIRMED BY LAND NYSDEC USE ESI,, TOWN OF SOUTHOLD, N.Y. 11939 X 1313 x 16.46 LETTER 6/20/2018 ®_; PROPOSED DRAINAGE MANHOLE x t4 3 x 1776 18 (SEE TABLE FOR SIZE) PROPOSED HDPE PIPE (SEE PLAN FOR SIZE) x 1790 r LINE x N.Of x 1275 _ _ _ .._- .1 PROPOSED MATCH :_ :` ''::<„ •° '' pzy ,,•- (SEE PLAN KEY) rK. y / \x 146 %1340 \ \-x I537 ' X 1705 I z 18.25 • X 7587 conifer" .. - U-11 1V 1 V x 19.27 \ REAL ESTATE DEVELOPMENT,CONSTRUCTION k MANAGEMENT 1738 Z PIN&CAP \ x 9.83 D° X 16.13 seal Ur NE4, TJ x19.19 \ - . z11.,0 \ .�� �o x 20.6, ��• k 14.a ! Q tf x 20.86 \ Q (n 3 x 19.33 \ I 20.01 \ x 8.13 59 5 x re,Os v - - \ 22 " CONSTRUCTION FENCE X 11.61 issued date description I.-"fi � � x 28+4 X 2�- 2.02 \ 1 7-19-18 2005 WETLANDS DELINEATION v L x 14.10 C� \ 2 8-22-18 ADDED STR'S:23c,23d,37b 197 SILT FENCE x,B.53 �I x 18.77 / � �. (I.E. LIMIT OF DISTURBANCE) o / � \ (TURTLE BARRIER) xe,31 3 12-21-18 ADDRESSED 12-17-2018 TOWN r� / ✓ `F ZO ` ,. \ x 4.50, 7� z o 3 Z \ RIM 20.50 `. \ COMMENTS 2 LU LL- � _._ ,�� ( 0 o '2 \O - r- r' *i.77 Y h . '. . . 21.74 %19.43 ✓-- ,.`` \ x 7.83 ' - TC 23.00 2.6.1_ 1 BC 22.5 `"� 2113 \ x 1755 ---" _ T 1.40 issued date description r` BC 22.,50 23.10 -{2 \ \ .•,/ p .0 73 10 X U) _ - Tt;J 23.00 v 2 " F= F F F F F F TC 2 .00 OF \ c 1 w w w 23. 9 w BC _11.50 v C 22.50 3 -6 , F 3.11 .+22.50 10, //�, \ STC 22.75 ! x 2''25 FC 2.50 w F OQ \ BC 22.25 I P-6 I TIC ly3.00 -=� r� TC 23.00 \ � /O -1.5 I ( BC1 .50 ; ® i ��) T--- �� F _w F -wF F WS���j•�Lw F W F _- W F W +, 1 -T--i T T q� q� W I TC 23.00 c y0 34 `. �� I S BC 22.50 �' \ O A� 1�` I 23.20 23. 3 U � x IS Cp X 20.97 23.20 o % 0 ` 3.20 0 x 13.13 !1,13 2.2% ; -i-2 1M� 22 4 23.20 i 23.20 3 11 23.20 1. x 16.38 _! c0 C 1a 23.20 �' .`�' I�I W -2.2% 3.20 23.1(0 Q tuy i 18 O'FD:)QfE 0 ` . I cv I tij title ai D + 23.20 = TC 23.00 w N �_� ( 3.20 0. h„ � \ J I I BC 22.50 2 6 o RIM 21. 0 �� 19.80 x,+.6, ;� ; Q� J= BLDG. 6 (TYPE D 5co% ( EAST) DRAINAGE +, �° .46 �F E ' - 5.9. 2os1TC 22 � � � v -2.2 BC 22.71 ,��� N �' TC 22.46 T 2 .00 FIN �, z w �, ° / '�'I�� 23.20 \ TC 23.00 �'p C 22.36 BC 22.71 B 2 .50 ' M F w ( W I- � PLAN rn I 23.20 3. OC 22.50 ` ; C 22.60 Pl.L N _ , z s 20.55 x fF.t6 \ -0 OPE. 3 TC --22.3Q,,, x (� . . , o 1.29 9 °SC 22.61 - C 2 .71 m z 11 rP C9 � F- \ 20.47 « TC 22.75 BO-"Z- 2.4E LL N o . �. �. z 3 / 2 .04 23.09 x BCFC 22243 3 11 23.20 23.20 I N sl N O \. 3 PLAN KEY 7S s BC 2 .65 , ' 5 FC 252.32 5 �� -�� x 1747 S s s FC �2� TC 23.00 \ 0. 0-\23.1 0 H x 20.,9 23.20 el _ drawn b LMY a (2.-3.,.00 LL o y'�z \� t FC 22.47 BC 22.50 23.14 : RIM 18.50RECEIVED � C 22. 2 .00 a RIM 2 LTC 22.w 1 TC 22.63 23.20 23.18 \ 18.50 �00 E C E I E D checked by: CFD w I BC 22.38 H N_0.7% 23.17 0 L > m BC 22. 1 -- a i 8,0-118. `� C 3 BC 22.95 TC 23.20 LL in __._.._._..._.... P -J `_ ' JAN 0 4 2019 scale: AS NOTED E L- D1 -B 22.70 ' ` 3� c 3.1 T� 23.15 w BC 22.95��°l° 3.131 oe / / - D //�� 1 2 1 I C 23.20 � ' BC 23.. T 2 .00 00 / c� x 19,60 number: 17106.000 CD C 22.86 YC 3.20 , R 23.10 � 2,23 Southold Town project .- o O�gC 22.70 BC 2.70 TC 23.43 B 2 .50 23.14 s.4 % Planning Board n 22.65 TC 23.30 TC 23.63 23.76 �jC 23.0 ,BC 23.18 BC 2. 7 ; / "� c BC 22.80 B 23.13 T7'p=� TC 2. 1 W ; /x 19.50 TC 24.25 BC 22.72 - - STC 22.95 2 .23 j 3.03 / £ s' x ,6< sheet number °' BC 22.45 BC 23.75 TC 22.97 / 2.76 rn TATE OF NEW YORK F FC 23.80 BC 22'78 "T' / THE X}�!� PROHIBITS AANY PERSON TION LAW F ROMTHE SAL ALTERING ANYTHING O O TC 24.20 TC 23.03 " 2.97 IN THE DRAWINGS AND/OR THE ACCOMPANYING TC 23. SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N Q > RIM 22.30V23.1) 3 TIC 23.88 ' BC 23.70 BC 23. 0 BC 23.36E D DI -B co 1 TC 23.66 �' C 2 19 / I I OF A LICENSED PROFESSIONAL ENGINEER, WHERE - BC 2 4.30 TC 23.1 3 I SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL o 0 D 1 -C D1- / 7"�T� Toa BC 23.16 ) x 20• �,D1 BC 2 .69 �, �d �I�, or, 0o 0 P rRKIN 0 20 40 MATCHLINE A ENGINEER MUST SIGN, SEAL DATE AND DESCRIBE Feet THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION SCALE. II nol (NYS ED. LAW SECTION 7209-2) d , YMy '-.>;•S'('•r`p. ..,a3s� r; a. ID MATCHLINE A-A 5.56 II rw LS.lti tSl. L. / Ij 7 - x 2• ?.26 F 8. FC 27.70 I 22.70 23.25 TC 22. � m 2 0 w " 34.69 34,6 352 '_T._ . '3.07 3886 x Zen 24.88 � 23.8 a � TC 22. 2 .....:.,x3044 '� O -7 BC 213.02 f B' 28.22 5.45 25.22 23.20x 19P 3.19 j - , n M , TC 8.16' LF ` 15 ` 3.20 FC 2 22.7 TP_:�y 31. 9 3 r s BC 27.66 +2 .75 l�j OP t$ �' D �% 1 LF �_. °3.39 --, r N RIM 23.'I 23.09 �. � 23.20 22TC 26.70 __ ___...__25 18 � 8„� HDP 2 '3.54 . 7.75BC 26.20 85,. - RIM 23.58 CF22.95 23.1622•x2 O 2265325 Wireless Boulevard, Hauppauge, New York 4 3343 28.60 2880 •'4 39 6 FC�7.80 -S, �� 26.41 �O p � 23.95 °ftp TC 2 . 23.03C211788 3.73 �{ F F '2/.72 23'78 N 23' 1 N y Phone 631 300 1010 06 f - 9 s 25.09 TC 24.00 F 22.72 q I a'. 2 9� $.16 TC 28.63 TC 26.25 TC 25.80 25.31 BC 23.50 RIM 22.40 TC 23.24 LEGEND: J 34.118 x 134 `_ .. 3' B BC 25.75 23.39 x 34.7 ® •30- „ �� B� C 2 FC 22.58 F� owner/developer: 30.59 3 _ TC 38 s C 27.0 TC 26.95 olO TC 3.78 23.66 T 23.35 ' TC 3.03 22 TC 83 CONIFER REALY LLC 34 - - - - - O 0 `L s s s s - s s C 22.36 RIM 22.30 C 27. C 26.5 ' 2 .78 83 E. Main Street,Suite 600, T .31 i �� 3.28 BC .11 22.85 B 2.7s8 S TC 22.61 TC 23.88 ® S S S S S S s S S S S S S S- S s s s s S ® b� 7 C 23.38 22.98 PROPOSED SPOT GRADE Rochester, New York 14604 / 9.37 8.80 N c r C 2 1 �6, TC 24.25 O TC 23.96 ._ s J� 28.84 _ TC 26.64 TC 26.37 �91 BC 23.75 TC 2354 -- TC 23.68 TC 2 88 N BC 23.46 8.77 _ II c 28.32 X CO BC 26.14 BC 25.87 TC 24.35 BC 23.04 - BC 23.18 I Z UJ X 8.85 5.69 3.60 -22.99 BC 2 38 _ Site/Civil Consultant x 3.18 x 31.16 j W 0 \\f M 96 I C 23.Q5 x�690 TC 25.50 PROPOSED TOP OF CURB �g x 34.6 28 / ••• ?,�� � �•�` L1 M M M M � M M M M M M �4 M M M � i - - FIN. FL2E z 29.0 6.68 TC 2 .29 TC 2 .30 TC 23.63 _..._.._ 7.95 7.7 7.78 26_40 • x 34,77 BC 25.79 TC 24.59 BC 23.80 BC 23.1324.75 ° .....a,.. -~--- . BC 25.00 PROPOSED BOTTOM OF CURB \J 341' �._�/ W , E C 7. 70 7.80 ° 7° •� , 2s FC 26.56 BC 24.09 cro - • 1 %31 4 1 \ 8.81 (,� J �7e2�_ TC 6.47 24 ^, //(��� 5:0�._. . ,„2500 23.96 O ° Z Ems`-E G/ G G -T- T T T T T T �_(yC----x-24 \ ... T.-"' `- _U \ 1 E E E v ,E -E E E E G '--`�GC{' G E-(( {�` - E GE E C G FC 25.00 FLUSH CURB ELEVATION W_ w DT 4 0 z --� C 24.55 25025.80 cy0` i' .�26 I y 23.50 .00 TC of I W------w 8.83 �� - 3 a T 9 IL } BC 26.60 X P666 25.40 �ii� .- _W (� 23.50 BC Q ° 8. -�� 4. °� .,.__. 2 H 2 . W Z I 24.56 3 I ( �` 3 F 58, 25.06 r7 2"m ; -, RIM 25.00 PROPOSED RIM ELEVATION L K McLFAN ASSOCIATES P.C. be _� . . O t. . . . 26 B _ _ _ 24 I I E IzzI , . RIM 26.00 12' E 1=ST'ORMWAT �Pl Af�_E - _ . _ Z'. <( I W 8 90 I 5.00 LONG ISLAND, NY ® x i �� 28. 7 I 26.85 fi - - - ^ i Z. w �-. 'Q . " L J LU 8.82 28.80 ELi. - _ _ --- - - - - X P8.9g - 2 0 (, z 437 SOUTH COUNTRY RD., GP� /'� - 24.50 8; (� UJ" -2 % �. PROPOSED LEACHING BASIN Bel 631A2s6'sNEW 8 YORK 11719 X 31.89 w n`^f +3 -'._ W 8.79 K� - `v 26 X 27.76 .50 RIM 24.50 26 RIM 23.75 \O ¢ W ¢ I a ��15; W/ SOLID COVER 7.90 a f \ 3.50 0 . PROPOSED LEACHING BASIN - 36 -, - �s - R ' 23 50 ' i x 3 0 8.82 oo �2`G . ;' - _ x ' -� 6; W OPEN GRATE IN 3 .' �. RIM 27.82 RIM.26.00' -... -- 28- �_. / ' x 3635 LF k.31.30. \ t� \, .59 I , fb 9.92 x 28.15'' �- \ I 3 �_, VINEYARD VIEW PROP- _ � Q x 2392 \ k �7 TYPE OC-2SED CATCH BASIN NORTH ROAD x 2z30 I X 3466 61 - \2� TOWN OF SOUTHOLD, N.Y. 11939 x4.9 x .i5 M ,.27.43 27.00 \ 0 s so ��- 3242$ 0 ( ' ®; PROPOSED DRAINAGE MANHOLE Z'2 - - - -- x 2b.b3- / �� CONSTRUCTION FENCE,?, 18 (SEE TABLE FOR SIZE) w i x f Q x 29,70 N , X .87 I rn�,• _ , \ PROPOSED HDPE PIPE „� ,,; ~:.: '"'' b°°';' ! / SILT FENCE \ SEE PLAN FOR SIZE ( ) /h (I.E. LIMIT OF DISTURBANCE) \ TURTLE BARRIER Q 50 \ r' ( ) x 2,11 \ \ PROPOSED MATCHLINE <.,,. { x 29.11 RI (SEE PLAN KEY) ._...»..........._....___..- .._W_..___. _._. x 27.75 � � 3.5 24.5U X 2377 X Z441 , x 24.76oo � x ' M 3 x 36.33 X 27.67 conifer-- x 35,33 ✓ /�� REAL ERiATE DEVELOPMENT, CONSTRUCTION t MANAGEMENT X 3536 hTl x 19 / x 2526 , 359 �X 34.25 J , / X 31.48 -.. % _ __.. (L I x 2597 x 24.37 26 - x 2 - seal \ 7 '' D � y r x 24181 C / l x 27.43 1'/ T, x x 2895 7�.f� v1 I I x 3562 / / x P507 ;"X 23% 3 ( / x 29.14 ' I�" ✓ Ir• �` - L.El - x 23.17 i OI `.C'1 �...i.4`e:..-'•%-, x 2506 r~ X 33.47 / e( ll y / x 26.75 x 24.20 ' J' 1h ��4 Qg5 `.n\✓�� u x .61 / // X 2398 � �_-.. •/ > o _ I 2005 FRESHWATER Y I J x 3 04' x 37. I x 3301 j oT a X 3555 3620 / �w WETLANDS BY C.W. issued date description v a x 2495 BOWMAN, LAND USE ESI„ 000� 1 7-19-18 2005 WETLANDS DELINEATION E g :�, ',� •- � � l � AFFIRMED BY NYSDEC x 2279 - _ -� I 4 / j x 2358 LETTER 6/20/2018 I x 2389--- x 389 ,-24.- 2 8-22-18 ADDED STR'S:23c,23d,37b 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS U 4 12-21-18 ADDRESSED I2-17-2018 TOWN COMMENTS Li W' X e8.04 k 2597 I x 24.02 O I ` O CO N O 9 / I x 2291 x 30,75 7 x 22,85 x 2365 issued date description 7-- 0 rn c PLAN KEY U 41 v 41 C: 0 0 20 40 U / Feet D1 -A D1 -B SCALE: 1" =20 >v 0 title 41 WEST) DRAINAGE :3 v D1 _C PLAN 4_1v a� 3 a� v v a Z3 T raven y: LMY Z3 RECEIVED checked by: CFD oJAN 0 4 2019 scale: AS NOTED E a v t\ r- a Sout o own project number: 17106.000 Q Planning Board Q) L sheet number rn O v THE EDUCATION LAW OF THE STATE OF NEW YORK `- O PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O IN THE DRAWINGS AND/OR THE ACCOMPANYING 04 OF A LICENSED PROFESSIONAL ENGINEER, WHERE D1 -C O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 0 p SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE -Uj DRAWING ED.AND/OR H7S09E 2IICATION (NYS LAW SECTION 2 d MATCHLINEA-A 4 N BC 22.45 FC 23.80 BC 22.78-� �I - - F _ 8 ®r� RIM 22.30 TC 24.20 TC 23. 0 TC 23.03 y 22.97 x`5,07 Tc 23.5,5, k BC 23.70 BC 23. 0 BC 23.36 23.1 / - `L t C 2 .19 23.09 L i TC 23.66 -� BC 24.30 ° � 7 7�C 23.96 BC 23.1 s �.� J x 20. �,bc BC 23.,59 24. TC 23.13 ti ) 13 W tI //;3 .TC 25.38j -B(-2�-TG -Gs G TG G TrrBC 23.46 FC 23.59 BC 24.88 G E E {-E TC 24.15 C 2 T A W STC 23E 24 22. 5� 4 BC 22.99 ti 3 t X, BC 23.65 TC 23. 2 TC ��' C 24.05 BC 23.95 2 1 23.20 23.20 / x,+'48 k BC 23 88 -1 24.53 TC 24.30 TC 24.20 BC 2 / r`. :3.96 T �t GTC 24.17 24.93 TC 24.20 TC 23.15 FC 23.08 23'20 x 14.8' 325 Wireless Boulevard, Hauppauge,"New York - � 24.86 E.na _ BC 23.x7 � BC 23.95 � BC 22.90 E E G E E E E E E E ~ £ J / Phone 631 300 1010 x e2.e2------ ETC 24E90 G. 7 TYPE D x 16.65 , TC 25.7 7 BC 24.4 - 2 ` //� LEGEND: X I 7- )o 24.56` TC 24.90 BC 24.67 C 2 .55 BC 22 79 X Pa" I { 37R, `� x 1767 x 15.33 i CONIFER REALowner/develop LLC BC 24.40 ' , P 2 BC 1 24.30- TC 24.30 FC 22.71 83 E. Main Street,Suite 600, `24�so �'� BC 24.05 TC 23.08 I EL. = 0 3 I �� Rochester, New York 14604 O TC 25.30 5q0 x, 2" BC 22.96 N ti E 22.98 PROPOSED SPOT GRADE 5.00 ' I BC 24.$0 i`Z' /�25.00 TC 25.38 W _ -,E E X 1,08 / BC 2'4.7888_ RIM 22.5 •7% w w � i 9 2 98 ` " 'I W s s s ® W N I' Site/Civil Consultant 2477' W C LL N N CONSTRUCTION FENCE TC 25.50 PROPOSED TOP OF CURB TC 3.080 3 12 N X,,.58 5.04 FC 24. B� 2.55, �- x 1,89 m II BC 25.00 PROPOSED BOTTOM OF CURB i I � Z -4'9% y °-° 23.20 Ll 00 x 1752 SILT FENCE X 16.30 FC 25.00 FLUSH CURB ELEVATION TC 24.99 BID 2,r 25.io 2 'g�•4s W _ -1 7 (I.E. LIMIT OF DISTURBANCE) x,•'P / N 02 (TURTLE BARRIER),'' �sz 24.77 x P3. , i' ~ I � `� B .42 X13:20 s 25.10 �� i I 28 23.12 \ 2 6 - -7 x 25.23 1.9 .�21. -_ RIM 25.00 PROPOSED RIM ELEVATION BLDG G.& '10 w w � 1y 23.20 ' 23.20 23.17 / / L K. MCL EAN ASSOCIATES, P.C. 60 _ ~w o y�A. \ LONG ISLAND, NY \ H FIN. FI- 5' �� I H x 1,.23 437 SOUTH COUNTRY RD., ^00 w �� C0PROPOSED LEACHING BASIN Be003�286:B6E8 YORK 11719 '\ --I `II - IM 22.37 RIM 23.10 %� -__ 21 15 % W SOLID COVER Z - �� x.18 DPE /� ��� H TC 22.51 '� % / \ 6 i \' BC 22.01 ��._� I ° X,xro X , T 2 .72 TC 22.50 \ {� ,p. PROPOSED LEACHING BASIN \ `•,_ e 2 .22 j X,x BC 22.00 X , W/ OPEN GRATE 50 W s ® s s s C 22.20 ® �, x,5.59 `,16: RI 23.50 4' 5.10 x 16.5+ \ �^r ti�� I C 21. 0 W 5.03 2 L _... -................___. -_.. _ , T 2 13 X 15.33 VINEYARD VIEW 5.1 T T T N G G G-I�-G 2 7 G G G y G G-1 ') Bc12 3 �� PROPOSED CATCH BASIN \2 24.99 F 22.18 -� \ 17 TYPE C-2 NORTH ROAD 4 24 " M 1 ^- M I ' - % x4.1% ° 3 3 3 10' OPEN SPACE SETBACK PROVIDED (TYP.) TOWN OF SOUTHOLD, N.Y. 1 1939 _j. - .� cv. TC 24.45 S s s s 24 7TC _ ��. c\I - - - -- - r'®) PROPOSED DRAINAGE MANHOLE BC 2 .40 BC 23.95 1 ` F I o 23.45 8� TC 2 .70 "'mow �6 x f6.1, 78 (SEE TABLE FOR SIZE) , . . ' - �'� x/23. o \ a� �3 5 -4. tioA BC 2 20 ` �, X 16,73 \ W Z 23.50 > ,6 `� BC _ _E F FC 22.18 w x 15.61 PROPOSED HDPE PIPE 0/1 3.50:. XU I._...0. ' j 1 E E W 2 f. cJ T _1 80 �� x 15,95 LLJ ( ✓jai, ; 2 _ X 16.18 - (SEE PLAN FOR SIZE) m TC 23.05 � •: ,",.;. _ 23.(0 2.55 Pf I> Z W RIM.25.11 . ° PROPOSED MATCHLINE 1 0 W Q . 23.50 \ l�25. 0 3. .\ U-1 �, ry r}-- ���- 3 "� - "- 3 - - N ( Y C W - (SEE PLAN KEY) 1.., ;, N WETLAND DELINEATION� M M 2005 D D A ����,,,, , Z ?< W . BOWMAN LAND USE X 1743 i .. :,"' : HDPE N B BO A " Z _ ° �� � RIM 23.50 � � ."s�' �° �, ECOLOGICAL SERVICES, INC.) .� �° '�`'3 56,- -. __.... ,` __......_. -23.10 X tzn 9` 1 22 i 4 Zp J n/ �`� 19 5 1 2 X PP.4P _ __ 8.25 Jo LF- 2350- M TT +x- '. \ __. -_ 03 72"0 50 DPE 8 \ 8 J U n18. 2 ---- - r x 7, �6 c n e rwF A x 17.52 72 X 1765•.... x= - =_. ,r \• RiAL ISTATI Ot VE�OPMBNT,CONETOOCTION k MANAOIMBNT 8.28 x 1844 �oo� X ,83, seal � Ut IXLV'y y\ � D / ., RIM "17.00 .� pfG,pl6,' x 19.48 \ 3 ` /yi •F y�"'', /•' tf Sti ? ,\ X 24.21 X 18.64 X23.47 / ) \ � QZ \" 0 rJ z 1735 � \ ' tK \ \ ,�� l X PA4/ 9. Z O F' 7.16 \ �\`` � �``�`. _ LIMITS OF 100 p ' \ w (2005) WETLANDS �';`•i`)�r� (``� C x 17,51 o / \ \ BUFFER (TYP.) 7.00 \IN, X 1 3 v, \ 9.18 Issued date description c ° tK\. •. �". 1 7-19-18 2005 WETLANDS DELINEATION x 21.99 j / 7 \ / �.06 2 8-22-18 ADDED STR'S:23c,23d,37b LL / p �� 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS x 18.89 0 1 -X 2211 1. 4 12-21-18 ADDRESSED 12-17-2018 TOWN LL- � x n.P7 -_„w 18.9 �. x 22,41 x 16.17 x 17.85 18'72 COMMENTS O \% O O / / x 16.81 `01 ` x 19,16 I " x 18.51 ♦ / �♦ ' issued date description U) X 18.87 ' v Q - `\ I x 18.20 x lzez ♦ U � � v PLAN KEY X 14.76 LIMITS OF `♦ i X'15.90 ` / x sz1 STORMWATER N RETENTION AREA 2005 FRESHWATER WETLANDS X 15'8' BY C.W. BOWMAN, LAND USE �8 1 D1 -B ESI„/AFFIRMED BY NYSDEC D 1 -A / LETTER 6/20/2018 - X 18"27 \ / - x1590 x17.17 - title (SOUTH ) U- / DRAINAGE x 1339 \ _ /�j .--_- ` '�'•'' x 18.23 ' x 12.77 \ ` N j X 13.57 PLAN D 1 _C D1 - 0 2D x 1515 40 -- Feet / SCALE: 1" =20' 4141 v a drawn by: LMY v RECEIVED checked by: CFD a� o JAN Q 4 2019 scale: AS NOTED E Q I° SoutholdTown project number: 17106.000 n Planning Board c a� I L sheet number rn O) v THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O IN THE DRAWINGS AND/OR THE ACCOMPANYING N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONOF A LICENSED DI -D d 0 SUCH ALTERATIONS DARE SMA EL THE ENGINEER,PROFESSIONAL O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE r- DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) d 0 40 80 Feet J 3577 35.34 C4`r ° I 1 - 1 1 3545 .. Q 2 3531 SCALE: 1 -20 ...,.�. 33.81 G Q 3312 C,P, 102 ��tiz - __ MAG NAIL SET X ASPH. CURB N 345,218,61 -67 x X X a E 1,428,94 7,76 3307 33 ¢„ My (/ x 34.18 3335 W -._-_.�.___._. w -- w '- -' w �� `-- --�.._ ✓ , X LIPAIS ELEV,=34, 6 3253 3326 31.73 `�g '' W .btu-- W QTR •----.- Oh - _, 32.29 "fit'°.s•"A '� q. 32.40 .,.M a• E 33.37 %z'+ 'I " M __.-___ -- w IOUL DER LIPA16 X - '�-._' 1/ �_-.- x ^sM � x �h^� 33.19 NORTH W --- C _ ___ h' x 4Q w U w C . R . REMOVE EXISTING PAVEM -�- W - ----- w MARKINGS (TYP•) = O CENTERLINE OF `~. _-___ - w w w EX, ASPH, SHOULDER w I I w w „'.. W w ^34.'4 _ -- _ ...µm COUNTY ROAD �'`�- w w ppauge, New York 325 Wireless Boulevard, Hau �+, _ O �- �' �- ''- ----34 3375 DRAINAGE HEADWALL i i Phone 631 300 1010 m NEW PAVEMENT j43V - o - _ £DG£OF PAVEMENT I I 11788 O - _. L-Vs ASPH, SHOUL MARKINGS (TYP. EXISTING EDGE OF - «'a,� PAVEMENT o _ ___ __A' ROPRIATE SIGNAGE & "STRIPING.TO _ __„.__„_•_ ._,. I I owner/developer: .....,...ac-03,35-........... ... ...... ,._.._.µ.,,_...,. ... ............_�.,» .., rr"J938"m._ e„ x34.137- -`- x 34.99A 0 , 18.7' • BE PROVIDED UNDER THE DIRECTION OF w -- - �DRAIIMGEWALLG C AS GC - 3 77 x 34.38 .52 U41if / �' � _,-____ ,� SCDPW TO FACILITATE SAFE BICYCLE NIFER REALY LLC PASSAGE TO AND FROM THE EXISTING �I I 83 E. Main Street,Suite 600, 8 SOULDER' Rochester, New York 14604 _ BI ' CLE FACILI H v , 10 "' x 34.18 38 i � x 34,35 .....-•- -.._. "�.: ,/, „ --34----�\\ . 1 ' ' .. II cQ, Site/Civil Consultant .x34.94 X34,66 34.11 'x 34.46 ' skz x -- _ .x 3277. . --• 3 0 U `-` ---- / / x 3D L KMcLEAN A SSOCIA TES, P.C.STORMATER PRE.T T LONG ISLAND, NYR AREA 437 SOUTH COUNTRY RD.,ENTERLINE O BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 x ! ,�✓r `!. ENTRY ROA �. . . � WEST <,� 30 . x 3635 l� r--- \\ CENTERLINE OF ,o --------=-------------- . . . . CENT I ._ �3flclydf��FhL�FENR A�E�4 32 1 . 30 3p/ �. \ tom. X ) - - - - - - - - -- - - - - 3 �r o' VINEYARD VI , . . EAST EXIT ROAD - \ - � EW , H NORTH ROAD r TOWN OF SOUTHOLD, N.Y. 11939 x 3206 11 .0. 1 x35. x 34.84 2 , s'%iia. .I 11,�4>;: V 6 .I i X4,05 /i 2 9 RrAIN GARDEN /. �. \ ' x 3 >6 . / .r ZCJ i s6/ 9� ,! '♦ / \ � I . - - -- / 1 \ �. . -i �♦. ,y„y x, ,r. . - ®I Cn I STORMWATER O/ cur . R=3 0 ,26, 25 a \�-- � � , X?2.86 a 2s . `� ti I �- -. RETENTION AREA ~� , cn • -� -n 2 f y I/ I 24 BIO- VIAL 30 _ ::.. STORMWA IERI 7 \ 1 r MM Y BSD F�:a CO U G. �- ." I NAR RETENT O s l ,rte: :.. t i C � � r _ x 31.48 �. > 1 / ., e 324 '♦ O' 1 �. ♦ %'�j,' / 01AL ESTATE DEVELOPMENT,CONSTRUCTION L MANAGEMENT .. I I - . . ;. .,:,,;, ♦ ....,r $ ♦' / .*rte i�yi .. .:a , \ 31.30 \, x x 7 b O r seal 1 -' 9 ,,, ...,.. ... .. ,,.,.. . .. .. .. ...:..:... .. .. r x � Q 1 4 , , , 2 I o � iii ,,, ... ,,, ,.,.,,,,.. • � ,.-`- \ , X .., Ir C� tis 3ARDEN 1 z , G. 1 TYPE C G00 BLD. ' It /.. - .ti x � � •i � ( '�1 x 2944 O R M WAT E R ,,,:::,: ,--,;. "� t ...�.. c:� ,70 GJ' z s. s s 2.9T hh � rnrn \. W 00 N' 2 0 j ,. \. I ONR EA �y �^t� r C77 O I issued date description _0 L�O 1 6-22-18 ADDED DECELERATION LANE AS a PER SCDPW COMMENTS Of I 2 12-10-18 ADDRESSED TOWN COMMENTS Li D � CR EDGE OF ROI D I 40 36 C� co 5'X49 D E ° 3. 0 CR I_8 EDGE OF ROAD 8 6S issued date description 36 32 88- EXISTING GRADE //-PROPOSE I GRADE 9 •v `� 59' w 41 32 2841 0 CIL. ,8� O �� O ° Uri z � 6 g -P LL_ I 28 s ��� E ISTING GRADE X98 28 w .gig 24 i I o DROP. C.I. title ROAD PLAN LL_0 24 27. 0' Sig .�a% -0.15% 20 & PROFILES RECEIVE® SITE ENTRY) DATUM ELEV DATUM ELEV JAN 0 4 2019 3 20.000 16.000 � N 000 fi d- 0 00 I n N CO I n g � co O M � � 0 00 In n X cc � O O N � L0 L 9 CL Sout o own drawn b LMY � � L0 Q0 M d- � Q0 CO Q0 P7 O O d n d- "t 00 00 Planning Board NN nN d- � � O � � . 0 0000 nN Ln � NN n � 0) LC) OO � � � � L0 c0 y � �- � �} NN 00 � � 0000 0000 rI� d- 4 fid- NN � d� 0000 r-, Q0 � checked by: CFD t� � � � � � NN NN NN NN � � � ►`� � � � n � n � n NN NN NN NN o - scale: AS NOTED E o., r0 -t project number: 17106.000 0+00 0+40 0+80 1 +20 1 +60 1 +80.13 0+00 0+40 0+80 1 +20 1 +60 1 +78.99 I 0- sheet number O WEST ENTRY ROAD (CENTERLINE) O CR 48 ASTATE EAST EXIT ROAD (CE TERLINE) OCR 4RROHIBITSANY PERSON FROM ALTERING ANYTHING O IN THE DRAWINGS AND/OR THE ACCOMPANYING NO SCALE: HORIZ.1"= 20', VERT. 1"=4' (5X EXAGGRATION) SCALE: HORIZ.1"= 20', VERT. 1"-4' (5X EXAGGRATION) SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION DI -E WHERE O p SUCH AI TCENSED IONAE ERATIONS ARE PROFESSMA L THE ENGINEERPROOF A FESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE I� THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR HSPECIFICATION (NYS ED. LAW SECTION7209 CL PROPOSED 3'x10' CONC. PAD WITH 12" HT. 40 PERIMETER CURB COUNTY ROAD 48 (BOTT. EL=28.0') b: PROPOSED AREA DRAIN ' ONIORTH ROAD C . R . 48 EXISTING RIM EL =27.87'(2" LOWER THAN INVERT) �'�• 136 HEADWALL (SEE DRAINAGE PLANS) EXISTING 18 RCP ; r ;.. .4j' r 'n° PROPOSED AREA DRAIN INV.=28.03 I I PROPOSED 6" HT. CONC. CURB .�� 4m ' i (FOR OVERFLOW AT EL=28.5 ) ;: :' ;';.' ,• ..; ,;•,F,::;,;<,;, .h: RIM EL.=27.87' i i I - - PROPOSED 12 MIN. DEPTH OF RIP-RAP (6' WIDE) (SEE DRAINAGE PLANS) o EXISTING GRADE E ,�S/�y 1 -1 // /- /� PROPOSED 3'x10' CONC. (FOR OVERFLOW) J / /U lJ L �L� ! \ 7 I O „ y GUIDE RAIL 5 `µyk 32 I w,... S i PROPOSED RIP-RAP + A PAD WITH 12 HT. r PERIMETER CURB PROPOSED PRETREATMENT CHAMBER 34 �' (FOR OVERFLOW AT I ^'' , 18" f 325 Wireless Boulevard, Hauppauge, New York (BOTT. EL=28.0 ) (PONDING AT EL.=25.5 ) 11788 EL=28.37' � � `" " 34 3 ) X. 18 RCP, T. PROPOSED TOP OF Phone 631 3001010 x 3319 -33 -- -- 284BERM EL.=26.0' 6„ owner/developer: DEPTH TOPSOIL (TYP.) 32-- - -- ____ _ 3 CONIFER REALY LLC - PROPOSED 1 PROPOSED SAND FILTER BED 83 E.Main Street,Suite 600, 32 x 3,.52 -"" `- 437 `"" _31_ — --- -- _ 18"� - Rochester, New York 14604 x 30.20 24 L EXISTING 18" RCP PROPOSED PRETREATMENT PROPOSED BOTTOM EL.=25.0 _ -- ___ ____ _ _. 'M INV.=28.03� CHAMBER Site/Civil Consultant 30 (BOTTOM EL.=25.0') DATUM ELEV - - - - - - - - -,•,mow-- - - - _ _ .- - - - - -._,�- - _ PROPOSED AREA DRAIN .-- �- .----- `�"� RIM EL.=25.5' °� 20.000 (SET 6" ABOVE GRADE)/ , ~ ~ (D �'\ PROPOSED AREA DRAIN Q0 `v RIM EL.=25.5' 11� LL STORMWATER PRETREATMENT SEDIME MBER _ `i a` � (SET 6 ABOVE GRADE) � I� � � � � � L K.McLEAN ASSOCIATES, P.C. oo �"� , , ��\ ``2s - --_ ___ N N N N N N LONG ISLAND, NY BI 437 SOUTH COUNTRY RD., O . � BROOKHAVEN, NEW YORK 11719 PROPOSED TOP OF Tel: 631.286.8668 BERM EL.=26.0' 0+00 0+40 0+56.68 PROPOSED AREA DRAIN \ / RIM EL.=25.0' - - - = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 26 � - -- -- _ _28_ (NORTH ) PRETREATMENT SEDIMENT CHAMBER (SET 6" ABOVE GRADE) -- r PROPOSED BOTTOM EL.=24.50 '- VINEYARD VIEW 25 _ - - - - (SECTION A-A) NORTH ROAD SAND FILTER BED I PROPOSED TOP OF TOWN OF SOUTHOLD, N.Y. 11939 I l \ BERM EL.=26.0' SCALE: HORIZ.1"= 10', VERT. 1"=5' (2x EXAGGRATION) ., = I F.G. ELEV. \ — — — — — — — — — — — — — — - - - - --25 .5 _ — - - - - - - - - - - - - - - - - - �j \ F.GCEV. F.G. ELEV. PROPOSED SAND FILTER BED =2s.00 26 r =26.00 (PONDING AT EL.=25.0') / 32 PROPOSED SAND FILTER BED EXISTING GRADE (BOTTOM EL.=24.5') \\ D — — — — — 25 PROPOSED 8" PERFORATED -__ ---_ --26 PROPOSED 15.0' PROPOSED RAIN GARDEN --'� PIPE IN GRAVEL AS DETAILED TOP OF / STORMWATER RETENTION , \ 2S BERM PROPOSED TOP OF AREA (SEE LANDSCAPE PLANS ,n 2� 28 EL.=26.0 1/ LBERM EL.=26.0' & DETAILS) 3 fc o n , � �_ If DEPTH TOPSOIL I(TVP.) REAL FETATE DEVELOPMENT.CONSTRUCTION I MANAGEMENT II ,. 3 22 3 6 SEE DRAINAGE PLAN & DETAILS �„�,,,,�„„■��,,, 3 2 —11 4GofN 24 seal G. PROPOSED RIP-RAP I / PROPOSED 8 SOLID DRAIN ?2 2 2 ( ; FOR OVERFLOW AT / PIPE FOR UNDERDRAIN 22.70 rn -- 3 - IPROPOSED -------- EL=27.75') SYSTEM (OUTFLOW) PRETREATMENT -rfw' 18 DEPTH CLEAN 20I-CHAMBER WASHED CONCRETE • G . I I / \ � l \ A�1 KS Y7�E3•J �•C�J o (BOTTOM I I / /._ ' \\ // \\ n,____ _ _ —24 E 2 0') PROPOSED 12" DEPTH N ` �FESS1�\�i� SAND . V ` \ \ GRAVEL & 8"0 PERFORATED PROPOSED 8"0 SOLID DRAIN — — — — —- I I \ / -'�� \ DATUM ELEV PIPE UNDERDRAIN SYSTEM PIPE FOR UNDERDRAIN SYSTEM r N ��� �' �\ i \\ \ 16.000 (INV. EL. =21.5') 1 �` ` " ; 9. MMMML _ issued N date description / II RAIN GARDEN / STORMWATER ',`\ \\ \ L0 n 0 � 1 12-7-18 ADDRESSED TOWN COMMENTS N / II \ + B / / O,' , � r7 fid- RETENTION AREA o , , / LO N N N N LL_ N N N N N N N N N N BIO-SWALE / _ - - - _ 22 i I STORMWATE I r .. ' - 0+00 0+40 0+73.80 ``• %; . 23 I RETENTION �- (SOUTH ) SAND FILTER BED\ . AREA: . issued date description 23 ( -13)SECTION B � •N�//"/,,fir;/,:. ,i%%",�.,;n;;n,", 0 ; , PPPPPP ,.;;,,:;,�: .� < �� ,• � � � \ / � `�...,, � r r i i i ` 23 \ EXISTING 18 RCP SCALE: HORIZ.1 - 10 , VERT. 111=1'0 (NO EXAGGRATION) }/ .,l:%.`� .°,;%%/,:: is/iii./ „ '... \. ° # , ---� / % EXISTING HEADWALL U �z%%, off, % o R BED PROPOSED SAND FILTER V- PONDING ELEVATION I O ' ' 'r, / //� .39 o `� �O W \ \ (O; /' title -- BLDG . 1 (TYPE C STORMWATER J I j 12 REVEAL _ _ _ _ _ _ _ _ _ SEE PLAN & SECTION FOR +, , \ 10' <. - = _ - - = - - = - FINISHED GRADE - - TREATMENT j ry, nod 6" DEPTH TOPSOIL / f I 1 I J1 y i I �n FABRIC En 2 SYSTEM 2 FILTER D I 6 REVEAL �I � 18„ DEPTH CLEAN 41 WASHED "CONCRETE” 3 SAND SITE PLAN RIP-RAP FILTER FABRIC a PROPOSED 12" DEPTH drawn by: LMY SCALE AS NOTED GRAVEL & 8' PERFORATED 2> --►I 6' RIP-RAP I-♦— PIPE UNDERDRAIN SYSTEM checked by: CFD RECEIVED a� a (NORTH PRETREATMENT TSECTION OF scale: AS NOTED 0 I` a t` JAN 2� project number: 17106.000 c Zo <o SEDIMENT CHAMBER SAND FILTER BED DETAIL Feet I � 't - Sout o Town sheet number °' SCALE. 1 -10 Planning Board �- VIEWNOT TO SCALE THE EDUCATION LAW OF THE STATE OF NEW YORK - o PLAN PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 0 IN THE THE N O PE IFICATIONIS, UN EDSSOITS UNDEROMPANYING HE DIRECTION NOT TO SCALE OF A LICENSED , WHERE SUCH ALTERATIONS ARESMADE, THEINEERPROFES PROFESSIONAL DI -F O r ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) d TABLE OF DRAINAGE STRUCTURES 5„ 8" THICK REINFORCED CONCRETE TRAFFIC BEARING STRUCTURE TYPE RIM INVERT(S) EFFECTIVE GRATE/COVER SLABN # DEPTH (VLF) 24 DIAMETER 1 LB 21.00 SW 17.30 5 GRATE CAST IRON INLET GRATE & - SURFACE AS PER FRAME (OPEN OR SOLID AS 1b 4' DIA. MH 25.50 W 21.80 N/A GRATE D PROPOSED SITE PLAN 'PER DRAINAGE PLAN) 1c 4' DIA. MH 28.00 E 24.30 NIA GRATE 1d PIPE END SECTION N/A 21.50 N/A N/A DD DD CSD DD 30 36 - ;a• 21 3 " 1e 4' DIA. MH 25.50 S21.80 N/A GRATE °` ;;{ a I.. �4 1f 4' DIA. MH 25.00 N 21.30 N/A GRATE `: C� a C_=1 4 MI 2 LB 22.50 NW 19.50 5 GRATE a a a 2b 4' DIA. MH 22.50 NE 18.80 N/A GRATE 3 LB 22.54 SW 18.39; SE 18.39 4 GRATE 8" tl 3b 4' DIA. MH 21,00 SE 17.30N/A GRATE BRICK ADJUSTMENT 4 LB 22.11 NW 18.39 4 COVER " ® ® ® ® ® ® 4b 4DIA. MH 21.50 NW 17.30 N/A GRATE 325 Wireless Boulevard, Hauppauge,7 3/4 'I I= ® ® ® ® ® ® New York _ 5 LB REMOVED REMOVED 5 COVER 11788 6 CB TYPE C-2 22.51 S 19.51; W 19.51 N/A RETICULINE GRATE Phone 631 300 1010 PLAN SECTION °° ® ® •BOoD�d 7 LB 23.24 NE 19.25' E 19.25; SE 19.25 5 COVER aoo4o: ® ® ® ® owner/developer: a`Dde°�• 8 LB REMOVED REMOVED 5 COVER ® ® ® ® 9 LB 22.15 NW 17.95; NE 17.95; S 17.95 4.5 COVER CONIFER REALY LLC �8b°dopy HDPE PIPE 83 E. Main Street,Suite 600, ,EIOTES: EFF. DEPTH A PER GRADING baaoo p 11„ & DRAINAGE PLAN _ �8 (SEE PLAN FOR SIZE) 10 LB 23.03 SE 17.95 4.5 COVER Rochester, New York 14604 " p°go:a 10'0 DEEP PRECAST 6 4 _ ® ® ® ® 11 LB 23.08 S 17.95 4.5 COVER 1111 1. MATERIALS: CONFORMS TO °A CONCRETE LEACHING ASTM A48 CLASS 30B OR = ® ® ® 12 LB 22.87 S17.95 4.5 COVER RING - Site/Civil Consultant 35B SPECIFICATIONS ® ® ao0 = 13 LB 23.03 NW 17.95; N 17.95; E 17.95; SW 17.95 4.5 COVER pe0 2. LOAD RATING: FOR AASHTO & - ® ® ® a0ao --_ 14 LB 23.02 W 17.95' NE 17.95; SW 17.95 4.5 COVER HIS 20-44 HIGHWAY LOADING NOTE 1: •�a° _ CLEAN FILL MATERIAL IMPORTED 15 LB 22.75 NE 17.95 4.5 COVER 3. FRAME AND COVER AS FROM OFF SITE SHALL BE FREE OF 16 4' DIA. MH 21.80 SE 18.10 N/A GRATE MANUFACTURED BY LONG -�I 54" ISLAND PRECAST OR a°�oo� ORGANIC MATERIAL & CLAY. 86°0 _ 17 LB 21.80 NW 17.95; SE 17.95 4.5 GRATE APPROVED EQUAL. III- do ' (I 18 4' DIA. MH 22.10 N 17.95 N/A GRATE °98 2' MIN. = 04 aoOc, °d° 19 LB 24.22 SW 21.35 4.5 COVER °oo:g4:BOo 4�91,D SECTION e�..o.�. OODD' ao 20 LB 24.20 NE 21.35; S 21.35• SW 21.35 4.5 COVER LIC MCLEAN ASSOCIATES P.C. • D 44.13•Doe q4e d6 �/ GROUND d oep•.o:�•�;°" CLEAN SAND & GRAVEL FILL 21 CB TYPE C-2 22.42 NW 19.42; S 19.42 N/A RETICULINE GRATE ' 3 0 " /� 4 8 " FLAT CURB � INLET DETAIL WATER AS APPROVED BY THE E.I.0 LONG ISLAND, NY SEE NOTE 1 22 LB 23.76 NE 21.35; SW 21.35 4.5 COVER 437 SOUTH COUNTRY RD., 2' MIN. 10'-0" 2'MIN. 23 LB 23.73 NE 21.35; SW 21.35 4.5 COVER BROOKHAVEN, NEW YORK 11719 N.T.S. 23b CB TYPE C-2 24.51 NE 21.51 N/A RETICULINE GRATE Tel: 631.286.8668 LEACHING BASIN DETAIL 23c LB 24.39 NE 21.35; SW 21.35; SE 21.35 4.5 COVER N.T.S. 23d LB 26.26 SE 21.35 4.5 COVER 24 LB 22.82 N 19.24; SE 19.24 4.5 COVER 25 LB 23.35 NW 19.24; W 19.24; SW 19.24 4.5 COVER 26 4' DIA. MH 22.80 N 19.80; SW 19.80 N/A GRATE VINEYARD VIEW 27 AREA DRAIN 22.80 N 20.30, S 20.30 N/A GRATE NORTH ROAD I E 24" 28 LB 23.08 NE 19.80; NW 19.80 5.5 COVER , 29 LB 23.22 NW 19.80; N20.30; SE 19.80; W 19.80 5.5 COVER TOWN OF SOUTHOLD, N.Y. 1 1939 6 TOPSOIL & SEED 2.0 30 LB 23.12 NW 19.80; E 20.30; SE 20.30 5.5 COVER �22" I (NP') 31 AREA DRAIN 22.80 W 20.30, NW 20.30 N/A GRATE 34" 32 AREA DRAIN 22.80 S 20.30 NW 20.30 E 20.30 N/A GRATE SEE LEACHING BASIN DETAILSEED MIX N0. 1 - RAIN GARDEN/STORMWATER RETENTION AREA: AND DRAINAGE PLANS MULCH TOP SURFACE WITH 24" DIAMETER - -a do THIN LAYER OF LEAF CAST IRON INLET GRATE & (NATIVE FACULTATIVE WETLAND UPLAND SPECIES FOR BIODIVERSITY) 6" MAX. POND DEPTH COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY (WHERE NO MOWING IS ANTICIPATED) 1 ( 0 12"MIN WOOD (NOT WOOD CHIPS) PRECAST CONCRETE 5.00 LBS. - SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM 3.00 LBS. - CHASMANTHIUM LATIFOLIUM - RIVER OATS .._ cc SEED MIX No.4 / o0 2$ MAX. o CHIMNEY SEED 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER I SEED MIX No.2 '-,:- «` ^�'_' '� '` _ _ __ __ _ _ _ _ o - (SEE PLANTING = _ h+.y;,51:, ,�1 fY.:r_. e I.- �_ 2.00 LBS. CAREX SQUARROSA SQUARROSE SEDGE _ \ \ \ 5'' 1�u PLAN) 2.00 LBS. CAREX VULPINOIDES FOX SEDGE cq \ .,n•-, ,.r,. .y.ti� i�i:`. .4+ :%5� .. :.;k+•k.,,s'a..•...•..-'r:�:�;.=y?,ai.. •,•��^ 1`.'tt_ �a - - - - . ,. ,.:• ...�•-:� :,;,".:r., . - Tti�<•..,_s:.-•. r�; ..rra : :'-•�-`a. - �_ ..,N "1� •'• ' ` CA,:S:p�.%iN�•' .,.y.l •�+ihh }b.�uta ,.. ,. -.� ;rte.:.?r ,, ,>,..,:`<<c" `r .•a ,,,�,,:�.• �•. `s•: .yr _ \ „�. ;>. �: _ �.-. :t,.-_ ,.. 12 MIN. - - I ,-- Win, .,f: -••�:-�-t` :�.•- �-�� •�•-,•<:� 2.00 LBS. RUDBECKIA HIRTA BLACKEYE SUSAN MIN. vz ;:.>s.� ,.;. .,�.^';x4r•"'R" ry xrw; •::�<,.:«.-s-t ( ) ' •.4'4, '1" ` .e - .:.ti o_:.t:•.>,I .ia.Y.FT�yi _ 2.00 LBS. SENNA HEBECARPA WILD SENNA I SEED MIX No.1 \427 �'Y .u.. _ _ 2.00 LBS. - COREOPSIS LANCEOLATA - LANCELEAF COREOPSIS \ I / PLANTING SOIL , . .. 2_ 2.00 LBS. - ANDROPOGON GERARDII - BIG BLUESTEM s I SCARIFIED 1.00 LBS. - ASCLEPIAS INCARNATE - SWAMP MILKWEED M SEED MIX No.2 _' - •.. N o FND, EDGE WITH NATIVE GRASS SUBGRADE 1.00 LBS. _ ASTER NOVAE-ANGLIAE - NEW ENGLAND ASTER o l / 4 I_� 3�30,� PLANTINGS (SEE PLANTING DRAINAGE PIPE 1.00 LBS. )BAPTISIA AUSTRALIS - BLUE FALSE INDIGO PLAN & DETAILS 1.00 LBS. - EUPOTRIUM COELESTINUM - MISTFLOWER �e tz SEED MIX No.3 �t 4-� E 106 p ) 1.00 LBS. - MONARDA MEDIA - PURPLE BERGAMOT $ ' - \ _ PIN&CAP 1.00 LBS. - TRANDESCANTIA OHIENSIS - OHIO SPIDERWORT 2 New York ���J �• "'�:; • •;� Vis" _ "��� '� _ ��' \ I� I ,, _ _ 325 Wireless Boulevard, Hauppauge, r�I X16_ FND., 1.00 LBS. VERBENS HASTATE BLUE VERVAIN ,•. 1.00 LBS. ZIZA AUREA GOLDEN ALEXANDERS 11788 1.00 LBS. - AGROSTIS PERENNANS - AUTUMN BENTGRASS Phone 631 300 1010 1.00 LBS. - SOLIDAGO JUNCEA - EARLY GOLDENROD djl x }- - t z,Y a -- �- :':•:.:.: . �� m TYPICAL RAIN GARDEN DETAIL owner SEED MIX No.S /developer: _:•:�:}::•; :•;p'.:.•.:,.;r.:;•;r;•;.:,•'. '.''. 36.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER �+s'. - ;x�''.:;'•:'•:;::•.�. N CONIFER REALY LLC 1,000 SO. FT. \� o / N.T.S. 83 E.Main Street,Suite 600, SEED MIX N0. 2 - BIOSWALE/STORMWATER RETENTION AREA: Rochester,New York 14604 + LU i':•;:k : �,:• NATIVE GRASSES SEDGES do RUSH SPECIES FOR BIODIVERSITY W O -:F• ".. BLDG.1 PENOTES: - - r _ ) G - ENERAL LANDSCAPE PLAN - t •+ \ WHERE NO MOWING IS ANTICIPATED i Site/Civil Consultant O tr - KL t - 2 1. SEE LANDSCAPE PLANS SHEETS tz SH LS-1A, LS-1B, LS-IC C AND •,: - •:�•' - 4 PANICUM CLA ESTI U 1 � - 7.00X ND N M DEERTONGUE J° ,�'• LS-1D D FOR OTHER DETAILS S AN - :•� R T L D DIMENSIONS. 5 'r• .00X ELYMUS VIRGINICUS VIRGINIA WILDRYE J 2 x '•; / \ 2. PLANTINGS TO BE NATIVE NON-INVASIVE AND DROUGHT 20.00% - CAREX VULPINOIDES - FOX SEDGE W .f R k W '.•ruts \ N � :':��.' ,,�,. :�•;• •'�;.• _ � -_ TOLERANT TO THE BEST EXTEND POSSIBLE. 5.00% AGROSTIS PERENNANS AUTUMN BENTGRASS O o� ' / / `� 2.00% - AGROSTIS SCABRA - TICKLEGRASS (ROUGH BENTGRASS) ._ \ ': : •;.:::'.: ;, ,, : '::.: , 1 / / I I� \ 3. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, _ _ 1.00% JUNCOS TENUIS PATH RUSH MATERIALS AND SURFACES NOT PLANTED. EXISTING VEGETATION 4. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF 22.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.50 POUNDS PER f •: NOT TO BE ' i, ' ° � '6 MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF 1,000 SO. FT. SEED MIX No.4 .° ` _ / / DISTURBED ❑ 22 I \ \ ONE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL TO i p I 0 22 II p o o \ / �' INCREASE ITS WATER-HOLDING CAPACITY. SEED MIX NO. 3 - WOODLAND EDGE AREAS: L K.Md-EAN ASSOCIATES, P.C. Ik 1•• •'.,•,. r x N ' ❑ 22 SEED MIX No.4 5. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON (NATIVE GRASSES FOR WOODLAND EDGES & OPENINGS) LONG ISLAND, NY / 1 b� N (WHERE NO MOWING IS ANTICIPATED) 437 SOUTH COUNTRY RD. l`y t•r_� l -' \ / - ALL PLANTED MATERIAL. :' • p BROOKHAVEN, N YORK ' ' � NEW OR 11719 ;.;�.: =,. �, ,`ti / \ 6. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED 20.0% - ELYMUS RIPARIUS. PA ECOTYPE - RIVERBANK WILDRYE, PA ECOTYPE Tel: 631.286.8668 �'' 1'`"} i"`�' _ BY THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE 20.0% - LOLIUM MULTIFLORUM - ANNUAL RYEGRASS 1 - - EX. 2 14.0x - PANICUM VIRGADTUMTI LONG,ISLAND-NYEECOTYPE E- SW TCHGRASS i ;.: :•;:::::..,:.,..::¢:•:.:.::.:.::::•::.:;. PLAN. SHOULD A TREE DIE OR OTHERWISE BE DESTROYED IT {;•;.:,•;.,•., •,;• PIN&�A MUST BE REPLACED WITH THE SAME SPECIES AND SIZE AS t0.0Y. - AGROSTIS PERENNANS. ALBANY PINE BUSH-NY ECOTYPE - AUTUMN BLACK LOCUST SEED MIX No.5 :: •' \ SHOWN ON THE APPROVED SITE PLAN WITHIN 6 MONTHS. ANY BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE) TO REMAIN z ''':'.' ' BLDG.2 SEED MIX No.5 \ \ \ CHANGE IN TREE OR LANDSCAPING SPECIES MUST BE APPROVED to.ox - FESTUCA RUBRA - CREEPING RED FESCUE �2 l 3.0% - CAREX VULPINOIDEA. PA ECOTYPE - FOX SEDGE, PA ECOTYPE :�'::'.::':'•. \ o - IN WRITING BY THE PLANNING BOARD. _ _ VINEYARD VIEW •;.:•, x.••,;•.•,•.;'. \ \ \ e •� \ 3.0% CHAMAECRISTA FASCICULATA, PA ECOTYPE PARTRIDGE PEA, PA ECOTYPE 22 NORTH ROAD '�- 30.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.75 POUNDS PER 1 000 SO. FT. t 1 ' p : : SEED MIX No,1 \ \ TOWN N F SOUTHOLD, N.Y.I _ O O SOU OL 11939 3 / N . ......................... .. SED MIX N 4 N E A O o , E 0. NORTH-EAST MIXED NATIV /NATURALIZED TURF REAS: r •0 c1 o (WHERE M W I ANTICIPATED) l.� N ♦ H 0 ING S .0 0 SEED M X No.3 1 0 34.0X ESTUCA RUBRA F -CREEPING RED FESCUE 0 %a 33.OX ESTUCA OVINA SHEEP FESCUE F H P i J r r .. o I � _ SEED MIX No. t O.oX ESTUCA BREVI I B A 11F�' F PLA. 'BEACO HARD FESCUE 'BEACON' 0 0 o �_ -, j 0 E 0 R USE E.C.M. EROSION 5.0% F STUCA VINA VAR. DURIUSCULA. 'RHINO. ARD FESCUE, 'RHINO' 0 a 0 0 H FE E r , I O. RAY' 0 O s _ �, .�. 5.OX U s CONTROL MAT JUTE MESH) ST CA OVINA VAR. GLAUCA F. ARVERNENSIS (F. GLAUCA . BLUE RAY a E EE o ( ( ) ) 0 1 ON OPS BLUE FESCUE, 'BLUE A SLOPES 15X OR GREATER L E RAY' - r } r SEED MIX No.1 r o SEE EROSION CONTROL MAT 5.0% OA PRATENSIS. 'ARGYLE'P RGY E KENTUCKY BLUEGRASS 'ARGYLE' 0 III \ BLUEGRASS, o •'•t•' DETAILS ON THIS SHEET _ _ .' f S.OX OA PRATENSIS. SHAMROCK KENTUCKY BLUEGRASS, 'SHAMROCK' a P NT CKY B !i i 4 PE •:'�''• ' DG.3 PE B BLDG. 1 A O _ - A 3.OX AGROSTIS PERE A PE U r7 1 N A PERENNANS, LBANY PINE BUSH-NY ECOTYPE AUTUMN i c \ \ BENTGRASS B - `� rn ALBANY PINE BUSH NY ECOTYPE S BENTGRASS, O i BLDG.6 E D \ (TYP ,--- ' s 2 0.00 POUNDS BULK VIABLE SEED PER ACR OR 6 POUNDS ER 1,000 5 FT. EE E EP O _�u Q I r \ a .:.::.:.::.:.:. J tel•, •�•.•':. ..y a �1 • IV t SEED MIX N0. 5 - HIGH TRAFFIC TURF AREAS: ` \ :.... \ WHERE MOWING IS ANTICIPATED) Q i ❑❑❑ ( E , i❑ i \ ni r _ , f- co e .1 � 'FAWN' REAL Ff7ATE DEVELOPMENT,CONfTRIICTION 1 MANA� FM M1 30.oX ESTUCA ARUN IN EA. FA N 6 F .J \�. F D AC W TALL FESCUE FAWN t, O J J.• \ r Rr .:J. 1 \ O r t 1 30.oX IUM PER N FA T TWO EX. 30 I LOLIUM ENE S BALL RGL PERENNIAL RYEGRASS FASTBALL i r o RGL •'D �.a 8 \ 'VOLT' SILVER MAPLES \ E E . 1`� 15.OX OA PRATENSIS. VO T I - P L KENTUCKY BLUEGRASS 'VOLT' I to - c� r TO REMAIN ::{::;: / r- +'' N ;. ".:'•'.::'.. ;•''.•• / `l \ 15.0% - POA PRATENSIS. SHAMROCK - KENTUCKY BLUEGRASS, 'SHAMROCK' ' ' •'; `''"''"' ' / '�� _ - " 10.0% - LOLIUM MULTIFLORUM - ANNUAL RYEGRASS seal NEW i'� o •:/'• '{:•;•,'; ••OMMUNITY '� - 2X a r .,�' tk � L"A \ a G.0� 0�- a BLDG. \ 4 ❑ %- O •' / 150.00 POUNDS BULK VIABLE SEED PER ACRE OR 5 POUNDS PER 1 000 S . FT. �P O� e/ - MATCHLINEA-A \ � O SEED MIX No.S � \ � w } LANDSCAPE LEGEND �i u J � I ti 5v9 PERIMETER ti V PLANTINGS FOR PER sF {. 0 •��=�•• � �' � � - :� � OF PARKING AREAS RoFESS� of \�'.. � c`° `� / ' BLDG.5(TYPE A) issued date description 78 - SEED MIX No.2 1 -f. 1 7-18-18 2005 WETLANDS DELINEATION 4. -. .-• , PLANTINGS FOR INTERIOR o a' o SEED MIX No.4 \ :k• ' \ OF PARKING AREAS LSI ��6 ••�';:_,;;�':•:•,•, � ,,,� SEED MIX No.5 y\• I •;��:• \ ,� ♦ 2 9-28-18 STREET TREES, RAIN GARDENS - - -- I N O •' \ 16 \ \ 3 11-20-18 VILLAGE SQUARE&PARKING &PARKING AREAS LL_ / / SEED MIX No.1 / SEED MIX No.4 \ c ,r,� i�,FV ? / I AREAS (( :,t.:.• i'..- ` .;, \ 4 12-7-18 ADDRESSED 10-2-2018 �/ / \ j . SEED MIX No. STREET TREES FOR COMMENTS o / / / 26- ``:':: ''` :;: • ;:.;.•.• ':':•' \ , \ \ ♦ 5 12-18-18 ADDRESSED 12-17-2018 SEED MIX No.4� i / \ _ . .......: :`' INTERIOR ROADWAYS COMMENTS I 4 `' ''''�' `� ♦ \ ' 6 1-3-19 ADDRESSED 12-21-2018 '� SEED Mlx No.1 \ \ ' ' \ ` (25 TOTAL, SPACED 40 \ COMMENTS ►, i. X18 \ ' \ MDN,g.C. PER §161 -44 4� , �. 1 EX. 36 SILVER l ' / SEED MIX No.1 6 \ issued date description MAPLE TO REMAIN �, 24 / :, ;'. `. ' 3 o .01 EX. SASSAFRAS ( \� `�""'' ♦ 2005 WETLAND- TREES PROVIDED ON-SITE SEED MIX N 0.4 - \ \ (Beyond those preserved lit non-disturb ed preserved area of 10.6 acres and those DELINEATION LI N EAT I O N reserved within site areo aton CR 48) SEED MIX No.3 Area No. Perimeters Required Required Total o GROVE TO REMAIN I / \ \ ` (BY C.W. BOWMAN - \ I ) ) Descri tion of I 280-95ANew o LAND USE ECOLOGICAL �3 P Stalls § §z$a9sB Provided' c 9 I ,EX. BLACK LOCUST / / \ � SERVICES, INC.) \ ' k32' ' Areal 10+� 188 .8 4.7 4 0 01 GROVE TO REMAIN / \ Area 11 19 214 1.9 5.4 7 � I'll, 1 Area III 19 223 1.9 5.6 5 N a I 1 / / \ / / / \ ` ' I Area IV 19 252 1.9 6.3 6 N I � �-- � � \ • > Area V 19 22$ 1.9 5.7 6 LL. 2 -� / /// < / / / / ' CB 7 130 0 3.3 4 Overflow 11 137 1.1 3.4 3 / / \ ` // CB/Bldg 3 \ I EX. SASSAFRAS \ \ / I� / / \ s �� / / / Total 9.5,say 34.4,say 35 o GROVE TO REMAIN / / \ / / Re cared 10 35 I �� Total 10 25 ' \'y \ \/ \ ' / , ,' / -- \ \ \ , / 1( / Provided title �O \ \ \ / / / i� / / \\ �� ; _ ��� / / 'Y+ Street Trees Provided on Interior Roadways per§161-44 25 LL. N, CND, -� \ M N. FND, - ` �'� \ / / Tota l Proposed Trees LANDSCAPE �•9� / ' __ \ \ �� ) / 1�, Notes: ern( I)PerimetercalcuMted excludes finear foatoge bordering access to roadway or 8 adjacent parking area,and adjacent town areas 2)Does not include existing trees ro be preserved loroted adjocent to parking areas.Refer to code onalysis in letter dated 12/10/2018. PLAN C: 'ea Es 0 PLAN KEY 112 \ 5645-�/ FERTILIZER PEST MANAGEMENT NOTES: / drawn by: LMY 11.H USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. \ �� - -r - '� RECEIVED ry' 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE PROHIBITED. I , ,' LIMIT OF SLOPE SEEDING _ checked by: CFD 0 \ \ 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM WATER CONTROLS, PONDING) IS PROHIBIT: E.C.M. scale: AS NOTED a ' E a LS 1-A LS 1-C 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. MDN. FND. 0 JAN 0 4 2019 ,° 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT STAPLE (NP.) Southol Town project number: 17106.000 In oa NECESSARY. NOTE: Planning Board o c 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN TOPSOIL 1. SEE LANDSCAPE PLAN (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY LAYER - SHEETS LS-1C 1 v BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. FOR OTHER E.C.M. sheet number 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 0 0 0 100 200 LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. PROHIBITS ANY PERSON FROM ALTERING ANYTHING (V IN THE DRAWINGS AND/OR THE ACCOMPANYING Feet $• THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT SPECIFICATIONS, UNLESS ITS UNDER THE DIRECPON C.0 r7771 E771 OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS 0o LS1 -B LS1 THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL „ _ 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 � ANCHOR TRENCH DETAIL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE C SCALE: 1 -SO RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST E.C.M.' DRAWING n D/OR NFTHEES SPECIFICATION TION N THE -' INDICATES IT IS NECESSARY. N.T.S. (NYS ED. LAW SECTION 7209-2) 3 1 N PROPERTY LINE 3-Df _ 3 At P L A N T M A T E R I A L L I S T 9 Sc _ SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES i :.' . - :.�. . . -14- Ar _ AER RUBRUM RED MAPLE 2.5"-3" AS SHOWN DECIDUOUS 3 Sna 3 Vd 12 CP \ _ \ 12 Df _ CAL. SHADE TREE _\ \� :`: - 12 PV • ' . : �d� Qa - QUERCUS ALBA WHITE OAK 2.5"-3" AS SHOWN DECIDUOUS 2 to 3 Vd •:. r -r ..,..,. � ..... . _ � SHADE TREE � CAL Qc _ QUERCUS COCCINEA SCARLET OAK 2..5"-3" AS SHOWN DECIDUOUS 3-b � • �, 16 LC , :' 1 PV _ \ CAL SHADE TREE •y.. 12 Df �Q� -� < . I ... 12 C :-::.':. ::::`,_.'., ?,: - , •... \ - AMELANCHIER LAEyS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS Al P W \ CAL. " NARROW � '�° - `s� 12 Df - \ Alc - AMELANCHIER LAEVIS TREE CUMULUS SERVICEBERRY 2"-2.5 AS SHOWN DECIDUOUS CAL. TREE Cc CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS 7 Md 6� - TREE 7 CAL. Ps F d, Cf CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS s ti I' \ I I f 1 , f✓ '� ,�' `-- ': � `,. 1310-- ALE' \ \ CAL. TREE 325 Wireless Boulevard, Hauppauge, New York w V 6'-8' HT., 11788 I I , 22 - +. r STOR WATER ' \ 7' O.C. EVERGREEN ``\R. ,. Ps - PINUS STROBUS EASTERN WHITE PINE TREE Phone 631 300 1010 RETE TION AREA �' *- } B&B 12 At . 4 - . \ to - ILEX OPACA AMERICAN HOLLY 6'-8' HT., 7' O.C. EVERGREEN to I. I /' I' - B&B TREE owner/developer: C11 \ CONIFER REALY LLC W I + To THUJA OCCIDENTALIS NORTHERN WHITE CEDAR # 83 E.Main Street,Suite 600, I I I \ 6'-8 5 7 O.C. TALL r . a / N 'I N I I ''`' � ; ° 4 IV 4 �_.`'_.F _ 2 -- (ARBORVITAE) CONTAINER EDGE EVERGREEN Rochester, New York 14604 a I I I I k �`�`� „ \ 3 5' O.C. FLOWERING I .I� I 3 I V f 7 Df 12 PV � Am -- ARONIA MELANOCARPA BLACK CHOKEBERRY # �Ig CONTAINER SHRUB 4 Sna '2' LL 5 Sn \ Iv -- ILEX VERTICILLATA WINTERBERRY #5 5 O.C. FLOWERING Site/Civil Consultant W00i I. I. 12 Cp ) 1 Ar \. CONTAINER SHRUB q BLDG. 1 (TYPE C _ MP -- MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING Ll 3 Md _ CONTAINER SHRUB • o , I I • �'I. ' f .:..,. ! 1 1 Cp 5 IV ' �t •- f%r� `� �' � RC -- PASS COPALLINA SHINING SUMAC #5 5' O.C. FRUITING 5 Vd . \ CONTAINER SHRUB _ .. ::. . \. 7 Am - � Sc -- SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING _ ' � `- \ CONTAINER SHRUB .,• f �_..:..:: �A 12 Pv 17:7 13 4 1 AI Vd -- VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING 00 d t i 1 '•i- : \ CONTAINER SHRUB I:IMITS. OF 'RAIN 12 Rh , 000000 IgS ILEX GLABRA SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT L K.Md.EAN ASSOCIATES, F.C. I GARDEN'./ :::'a ;..: ..: 6.6 6.6 , ,. w -- HT., B&B EVERGREEN L-0 < .�. .,:. : 6 SO '� . r , �, ` LONG ISLAND, NY X StORMWATER � ... \.' F � 26,5 . ♦ \ 3 Mp OJ�JP At ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING 437 SOUTH COUNTRY RD., I. + . ' -- CONTAINER PERENNIAL Q W RETENTION AREA BRooKHAVEN, NEW YORK 11719 , � Dm -- DRYOPTERIS MARGINALIS MARGINAL WOOD FERN CONTAINER 2'-3' O.C. PERENNIAL Tei: 631.286.8668 15.5 - `'0 4 4 v � O 1 1 • SO \ � Lc LOBELIA CARDINALIS CARDINAL LOBELIA #1 2'-3' O.C. FLOWERING Am = -- - aPERENNIAL 0' ,t �5. CONTAINER 2 3' O.C.V N �' • -� � Md MONARDA DIDYMA SCARLET BEEBALM ON FLOWERING _ _ 1 -- . - • r • 1 Al \ CONTAINER PERENNIAL O 29.5 I � Rh RUDBECKIA HIRTA BLACK EYED SUSAN #1 2'-3' O.C. (.ti..�1 126.0 FLOWERING ry LIMITS 0 RAIN II I I I j \ r , a ` -- VINEYARD VIEW � � � Lt) , '. CONTAINER PERENNIAL GARDEN T ( ( 6 Ivo �'�4 M�p s`` o -' o' ,ri - 9 I S - FLOWERING - STORMWATE - N 5.5 'L _J O f O O - 7.8' f ( g So SOUDAGO ODORA SWEET GOLDENROD CONTAINER 2'-3' O.C. PE ENNIAL 6 Iv N ._ • NORTH ROAD 4 Am I 8.5 O 7 SC ' rn a ' Q� Sna SYMPHYOTRICHUM NEW ENGLAND ASTER #1 2 3 O.C. FLOWERING s ETENTION AEA 3: ) � I ,,�; �I N _ N -�• �. -- _ 1 Al s N NOVAE-ANGLIAE CONTAINER PERENNIAL TOWN OF SOUTHOLD, N.Y. 11939 TIVE 1,� 1 Ar �` , - 2 3'-4' O.C. EXISTING VEGETATION NOT Tp BE DISTURBED �"� f -'©�+ 5 SC i , I Cp -- CAREX PENSYLVANICA PENNSYLVANIA SEDGE CONTAINER GRASS I 22 FLEXOSA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE 5 Vd I 5.5 2 Ai . ��. r � � X48. f I w � _ �J D -- DESCHAMPSIA 5.1 - �? .. 1 AIC 2 Am - _ c� CONTAINER GRASS O 3, 4, O.C. _ G ` I �+ TO ' Pv PANICUM VIRGATUM SWITCHGRASS #2 - I ' ❑ r' 3 I C. NATIVE 3 11 f® 4 Dm l -- GRASS f MP 11.4 I' 95' - 1 6 Rh Mp / %� 2005 FRESHWATER WETLANDS BY C.W. 5 22 BOWMAN, LAND USE ESI„ AFFIRMED BY 2 Al 1 Qa _ - -_ ,y�- .-.� _ _ I / / NYSDEC LETTER 6/20/2018 2.5' 6.5' bf 5 Am 4 To __I. If GENERAL LANDSCAPE NOTES: 5 Vd `. 14 i • ' .II, ' N 7.5 , } o 1 . SEE LANDSCAPE PLAN - SHEET LS-1 , 5 Vd i \ -.L - =J 1 Cc Z1 20.5Ih 5 MP r EX. 12" BLACK LOCUST TO REMAIN O ry N Q LS-1 B AND LS-1C FOR OTHER conifer -- 4�` `' •`� I PLANTING DETAILS. REAL FfiAT[DEVELOPMENT,CONSTRUCTION\MANAGEMENT 4 M �i • . x fi ' 2. PLANTINGS TO BE NATIVE, P - --�-f -� NON-INVASIVE, AND DROUGHT W 1 Alc 1 Cc TOLERANT TO THE BEST EXTEND seal Z POSSIBLE. 4. , 4 Vd s� 18.0 181 00 .0 J 3. AN ORGANIC MATTER SOIL AMENDMENT �. : 7 Iv 9 3 2 MP I.E. COMPOSTED LEAF MOLD WILL BE 1 / . _ 1 Alc BLDG. 2 (TYPE B) .'' ' � , r 1 INCORPORATED INTO THE TOPSOIL AT n c, io I \ r 1 c ® }� I �..._" RATIO OF ONE PART ORGANIC MATTER 3 II TO TWO PARTS NATIVE TOPSOIL, TO R�FESS Q 4 Am =-- -- a U)I 4 Sc �. ' r L .. \ INCREASE ITS WATER-HOLDING I'. CAPACITY. issued date description o ,_�,; . � . - 4. COARSE MULCH AT A MINIMUM DEPTH 4 MP OF 3" IS REQUIRED ON ALL PLANTED ' 7-18-18 2005 WETLANDS DELINEATION 3 Iv `® - 1 Cf MATERIAL. 2 9-28-18 STREET TREES , RAIN GA R DENS F- Ff11012-7-18 ADDRESSED 018a 6 To Am ADDESE©I 5. ALL TREES AND LANDSCAPING ARE 3 8PARKING AREAS 8-18 RSD12-17-2018 COMMENTS REQUIRED TO BE MAINTAINED Y THE 4 12-1 12 IgS PROPERTY OWNER AS SHOWN ON THE 5 1-3-19 ADDRESSED 12-21-2018 r a I 3 / a I � t fa � ( wI, ON s CO . t- \'' . .'� J . .�;1. . . • . • ._, j�\ ,cF\5Lam_''Y ' V Y '� ' COMMENTS O APPROVED SITE PLAN. SHOULD A TREE O ". `` --. `l`s:;` '. w."' t O -'_• ` ...•/...• ism.- .^...;..,,a,;...,.....'.1©:.:• •.:..•.'•.,C,. .:.: •.,•:'...'.',:'.' i--` \`.^. ,. a�. .'•• .V'' .'' - 1 AI ®, . . ``. DIE OR OTHERWISE BE DESTROYED IT ► ._: .. 01, .. . , MUST BE REPLACED WITH THE SAME 1 r - tt. �I , :. � `.__. . .• .�•-.'••..'.•r. ,, �, . . �. . . . . . . . .. . . . .• .•.• . 8 Am issued date description 1 Alc I '.'.:.:'. . . SPECIES AND SIZE AS SHOWN ON THE / I` 4 Am E ` . : f APPROVED SITE PLAN WITHIN 6 7 Igs Y ::':- A MONTHS. ANY CHANGE IN TREE OR ° `�` i + 9 ; 1 Cc ([ _ � _ I LANDSCAPING SPECIES MUST BE C NL I APPROVED IN WRITING BY THE 2.4O PLANNING BOARD.©' O 15.4' To ° O Q LANDSCAPE LEGENDO 4.7 +� ' _ I ' �• 1 Qa :' -�•� . I. 6 Am PLANTINGS FOR PERIMETER .:'.•. �_ Vd OF PARKING AREAS N I 4 0 3 5 Mn ;. 4 Am . - 3ERE k- u/, � - • �. • 4 . - • . • 1 Qa ►; �'�:.•'} '�'�:'�•:�'� '.�'••.�.�'.� ?A + ®� �' { �•' title \,. I . I'� BLDG.L G. 3 TYPE B 1 Qc -- : w'. __..._.. 2 Alc PLANTINGS FOR INTERIOR 2 Cf _ c ,.._.._ ( NORTH ) ROPOSED ' . - . __ r I 1 1 M �; ;�= 1 Qa �t� : • =' o ;� f ` ' OF PARKING AREAS U SHELTER 9 M \ f . �' • ::' ,. .�\ 7 Mp ° 3 P \. - , 15 I s + T LANDSCAPE 4Mp 2.0 - STREET TREES FOR IN PLANE - INTERIOR ROADWAYS P 4_1o ��, :'4 2 Pv I\ 4 -Q. / \ - �' �?® : :. .,._ .'. .:., . .'.•.. 4 6 Mp 3 Pv 1 Alc 13" PLAN KEY o. :.:.I, 7 Iv . a 5 Am 5 Iv 2 Alc Qa ; ' -0 4 Mp j :�. ':': ':-'. • :':• .••:•:':•:•': :':• � , ` 5. 0 40 80 drawn by: LMY 00 . -.�.._- r 4 M P 4 I V o Feet checked by: CFD o 10 Am `� 26 Rh 1 Ar 2 Alc �. j , ° '� - \ SCALE: -20 4 f \ - _ scale: AS NOTED E L 1_q LS 1-B - ,� - S 1 Cf O T r RECEIVED ,° \, . O . ,� y 4 Am : _ 4.8 `t project number: 17106.000 o •� _ _ 22:0 � JAN 0 4 2019 J LO 0 T . \`.• �. �.. Southold Town v R >,\ + >„� ` , _ ' 6 SC Planning Board TWO EX. 30 - ��4 r--22. ' ❑ �,I 9 sheet number SILVER MAPLES _ R O , THE EDUCATION LAW OF THE STATE OF NEW YORK .-- O tK 1 2 I s , 1 AIC r PROHIBITS ANY PERSON FROM ALTERING ANYTHING N �. TO REMAIN O ---1 j_ IN THE DRAWINGS AND/OR THE ACCOMPANYING U 9 '� ^!� SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION C° 3 j \ r " OF A LICENSED PROFESSIONAL ENGINEER, WHERE _ O O LS 1 -C LS 1 1 �� �� �� �- ��� r SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS 1 A { ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE ° TTEX. 36 SILVER E \� MATCHLINE A-A �---' 1 Cf FI, , 1 4 LC O THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) iPLANT MATER IAL LIST I / DISPERSE EACH ROOT MASS INTO PLANTING SOIL. STAGGER PLANTS THROUGH OUT SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES \ / PLANTING BED. WATER IMMEDIATELY AFTER \ \ \ PLANTING (TYP.) Qo — QUERCUS ALBA WHITE OAK 2.5"-3" AS SHOWN DECIDUOUS CAL. SHADE TREE 2" TO 3" DEPTH All AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS / � CAL. TREE .- 1 MULCH AS SPEC. I \� 3" HIGH SAUCER FINISHED GRADE Alc - AMELANCHIER LAEVIS CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW CA . DECIDUOUS LE J) 1 \ Cc _ CARP NUSr CAROLINIANA AMERICAN HORNBEAM 2"L2.5" AS SHOWN R&OUS \ PLANTING SOIL AS SPEC. "_' :�' CAL. TREE •'` °.' .:1 ._� \ (MIN.6" TO 12" DEPTH) 4�,, ��:�`����- v''y'�"��' ; �' � Cf CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS k .�. ,,:� NOTE: '��IIW✓✓ � �.•,•- Y.:,.. .. rt'._;..�.,..:- CAL. TREE rf>4;: DIG 2' MIN. DEPTH rFS .'�-t7•^',•.•� G`Jn _ .�^;.•• "_•.:�:^ ::Jo •�..'.R.y 2'(MIN.) - - -I -- - -- \ -�nr_•: ._.• .:y-•,•.;��,. ��':•.:_, ,::,,::.,.,,.:�'ti•, n„.�.„wY..�:s�•s,�.ra.;f;=,..,*,�w;,• Jv JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8'. #5 7 O.C. TALL TEST HOLE TO VERIFY -- CONTAINER EVERGREEN ROOT MASS �� \�j/\\j/\// WELL DRAINED HEDGE / \ v \/\\/\\/\\/\\�\\ SUBGRADE MATERIAL + To -- THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', #5 7 O.C. TALL \ \ TAMPED POROUS (ARBORVITAE) CONTAINER EVERGREEN 325 Wireless Boulevard, Hauppauge, New York \ \ \ HEDGE 11788 WELL DRAINED /� � \ \ ( ) ocbI Am ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING Phone 631 300 1010\ \ \ SUBGRADE CANTING BE � cbO��,n -- CONTAINER SHRUB \ Iv - ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING Cowner/developer: CONTAINER SHRUB MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5 O.C. FRUITING REALY LLC \ , GRASS & PERENNIAL PLANTINGS MP -- CONTAINER SHRUB CONIFER E.estn Street,Suite 60 4 N.T.S. Oct() Rc -- RHUS COPALLINA SHINING SUMAC CONTAINER 5' O.C. SHRUB FRUITING Rochester, New York 14604 �J LJJ 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. FRUITING � \ \ CONTAINER SHRUB \ \ \ 1 . SEE LANDSCAPE PLANS - SHEET LS-1 AND LS-1C FOR " IgS -- ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT OTHER PLANTING DETAILS. HT., B&B EVERGREEN Q� At -- ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING 2. PLANTINGS TO BE NATIVE, NON-INVASIVE, AND DROUGHT -- CONTAINER PERENNIAL TOLERANT TO THE BEST EXTEND POSSIBLE. Dm DRYOPTERIS MARGINALIS MARGINAL WOOD FERN CONTAINER 2'-3 O.C. PERENNIAL 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF � Rh __ RUDBECKIA HIRTA BLACK EYED SUSAN #1 2'-3' O.C. FLOWERING CONTAINER PERENNIAL L K. Md-EM ASSOCIATES, P.C. MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO C60cA so _- SOLIDAGO ODORA SWEET GOLDENROD #1 2'-3' O.C. FLOWERING PROPERTY CONTAINER PERENNIAL LONG ISLAND, NY \ / \ \ OF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE 437 SOUTH COUNTRY RD., J 18� LINE \ C CARER PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE BROOKHAVEN, NEW YORK 11719 TOPSOIL, TO INCREASE ITS WATER—HOLDING CAPACITY. P -- 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 CONTAINER GRASS ALL PLANTED MATERIAL. Q�—[� 5. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE `� —_ PANICUM vIRGATUM SWITCHGRASS #CON 2 3'-4' O.C. GRASS MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE VINEYARD VIEW W � �- � � � � DESTROYED, IT MUST BE REPLACED WITH THE SAME SPECIES NORTH ROAD / z �� / / \ ♦ PIN&CAP AND SIZE AS SHOWN ON THE APPROVED SITE PLAN WITHIN 6 TOWN OF SOUTHOLD, N.Y. 11939 6 f / D, MONTHS. ANY CHANGE IN TREE OR LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE PLANNING BOARD. 12 Pv 3 RC 22- — \ ♦ \ �a, 0 5 To ' G�T EN �RAIN \ \ \ 0 � Vd \ \ TREE- DUG AS Q 0 O Q conifers 5 Mp \ STOR (WATER ♦ \ \ PER RECENT Q D O Q REAL ESTATE DEVELOPMENT,CONSTRECTION\MANAGE MEM7 --.� RETENT ON AREA \ \ / STANDARDS FOR D 0 1 Al o 1 CC ---- . . \ \ \ NURSERY STOCK \ g \ AS PUBLISHED BY \ \ \ THE AMERICAN o6 G seal 5 Am �: 12 Df . : -FTCPI \ \ NURSERY & 6 IgS \ \ —\ ♦ \ LANDSCAPE . ' � 5 Vd 12 PV \ \ \ ,. — ♦ ASSOCIATION 6 Am '- 2.3' 14: ` 1 AI \ \ \ \ \ \ \ WRAPPING AS SPEC. V \ 3" MULCH AS SPEC. �� `gy T \ o, 1 Al �' 8 `w ` 6 4 IV \ \ \ \ \♦ \ \ \ TREE FLARE AT TRUNK FFP 569 :3)� 3 00 0 ♦ TO BE SLIGHTLY ROFES o F Fa . 5 Sc 4.5 r \ 4" HIGH HIGHER THAN SURROUNDING GRADE SAUCER v7 II , tp i ' 285 12`5' `� 5 Mp 4 Vd \ \ (T� ) FINISHED GRADE issued date description -. o --- , I S I S f \ \ p dt © 1 7-18-18 2005 WETLANDS DELINEATION I 7.1{ � 2 9-28-18 STREET TREES, RAIN GARDENS - 5,0. \ PLANTING SOIL „,. �- 2005 FR HWATER AS SPEC. NOTE: 3 12-7-18 ADDRESSED 10 2 2018 S I © 4 Dm > �� © �+ a p WETLANDS BY C.W. \ \ DIG 2'(MIN.) COMMENTS LL' Mp f I 6 Dm ` �' 12 Cp \ \ / DEPTH TEST 4 12-18-18 ADDRESSED 12-17-2018 �- 13 Dm i� , ,> T o \BOWMAN, LAND USE ESI„ o € I _I 1.8 3 F °' N 3.0._, AFFIRMED BY NY DEC \ \ /\/\/\/\/ HOLE TO COMMENTS O N BLDG. 4 TYPE A I \ // // // //i / 5 1-3-19 COMMENTS 12-21-2018 10 Df \ LETTER 6/20/2018 \\�\\\\\\\\\\\\\\ VE O ( ) , ROOT BALL /\/\/�� € r� + I €,.-- I , I ;... o \ DRAINED 4 Dm ° i o 13 SO �`,__ i N SUBGRADE(-- c9 \ \ X ROOT BALL WIDTH (MIN. MATERIAL TAMPED POROUS issued date description 10 Rh •; - ,.. � •' BLDG. 6 (TYPE D) - . � \ 2.0' \ (WELL DRAINED) E 2.0' 2.0 I \ \ \ SUBGRADE TYPICAL TREE PLANTING LO 10 v 2 Aic c�lfi _ I 15 So \ N.T.S. .• . io 14- 12 Pv Ic 4.0' \ \ .. ` 3 P22.4' I 22:0 \ \ E SHRUB- DUG AS PER -=�__ i. 12 Cp \. I \ RECENT STANDARDS FOR -10❑ 1 8' r , \ \ NURSERY STOCK AS \. 0 4 Mp PUBLISHED BY THE LL. I ; \ '� : �\ 1$� \ AMERICAN NURSERY & I I \ 12 Df �� LANDSCAPE ASSOCIATION TOP OF ROOT 5.ID I 4 D m I 5.0' E - I 5 Am . AIN 3" M a •_ _T _ -�- ' • - • ' • '�� LIMITS 0 ULCH AS SPEC. ` y \ F R \ MASS TO BE 20.0 . _ �. GARDEN / \ SLIGHTLY ABOVE ` ; ; :. STORMWATER '22,0.• _,_ 15 Rh I RETE AREA I \ 4 HIGH SURROUNDING GRADE title _ ( EAST) 5.0 5.b= _ _p 2.0' /:�. . RET SAUCER (TYP.) 10 Am :• - � - � �� . - O � . • I / FINISHED GRADE V 6 S 5:0 (TY W: " i i , - LANDSCAPE f i �) t 5 Rh 9 Rh 1 Cf --� +ri - - - - PLANTING SOIL 0i. _ ,.�.� ,, I I _/ AS SPEC.IT NOT PLAN DC Q1 Qa L : 1 AI 5 Mp MATCHLINE A-A DIG 2'(MIN., I � DEPTH TEST 111111110 HOLE TO PLAN KEY ROOT BALL \ /\\ / VERIFY DRAI ED WELL LANDSCAPE LEGEND SUBGRADE drawn by: LMY a X ROOT BALL WIDTH (MIN. MATERIAL PLANTINGS FOR PERIMETER checked by: CFD TAMPED POROUS CIL (WELL DRAINED) o OF PARKING AREAS SUBGRADE � a- LS 1 -A LS 1 -6 scale: AS NOTED SHRUB & EVERGREEN PLANTING project number: 17106.000 LO 0 o a PLANTINGS FOR INTERIOR N.T.S. OF PARKING AREAS v R E C E g���D sheet number -----Ii— THE EDUCATION LAW OF THE STATE OF NEW YORK O O O 40 80 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O JAN 0 4 2019 IN THE DRAWINGS AND/OR THE ACCOMPANYING CO Feet STREET TREES FOR OFEA LICENSED PROFESSIONAL ENGINEER,UNLESS ITS UNDER THE DIRECTION O LS 1-C LS 1 INTERIOR ROADWAYS Southold Town SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS 1 B SCALE: 1" =20� DRAWINGENGINEERAND/OR MUST INN THE SPECIFICATION, SEAL, DATE AND DESCRIBE Planning THE FULL EXTENT OF THE ALTERATION ON THE Board (NYS ED. LAW SECTION 7209-2) -r LANDSCAPE LEGEND '22. --\ : I v 1 PLANTINGS FOR PERIMETER TWO EX. 30„ R� �' MATC H LI N E A-A . �0;: 6 Sc X22. ' ❑ ❑❑ OF PARKING AREAS SILVER MAPLES s o. �. . . .r .. .._ . , r W ti N 12 I s _ 1 Alc TO REMAIN ,�O i g oVV* ` 4M - PLANTINGS FOR INTERIOR / s \ ,� - 1 Alc 1 Cc EX. 36,> SILVER ��\ _ ' P ; 1 Cf 2 Lc 4 Lc OF PARKING AREAS MAPLE TO REMAIN y` z I ' COMMUNITY _ . . 1 Cc 4 S ❑ , : . �� s 4 Bh... .. 4 Mp { BLDG. ❑ G l �s� I ' n a � ,, i c � 4 Iv 1 Cc 6 Lc STREET TREES FOR _ _ -..s.o' l-. .wo. �,, _ ;-_-- +_�-n � ;y INTERIOR ROADWAYS ■ 2 Cf 1 Alc �' 12 PV co ;n I \ 325 Wireless Boulevard, Hauppauge, i____ / // ppauge, New York 7 Mp _ _. _-,.. N - T. G ? T- 11788 /. _ 17 Pv s T I � � ' - LIMITS OF RAIN �� r .. -• � r: r`5--µ�_� _� li��� W�.,. ;:�� -- � - Phone 631 300 1010 = 10 M 4 9 w _�:T. -�` 12 Df I GARDEN /w "�, � P' _ 12 Pv - 4 GENERAL LANDSCAPE NOTES: ,�-- ' � �- 110.01 owner/developer: STORMWATER o� RETENTION AREA � � .� � . O ja � 1 2 Cp 1 CONIFER REALY LLC 3 AND LS-113 FOR OTHER PLANTING Q 10 Am � i � _ - _ Main Street,Suite 600, - . . ;' ".:. f - -- '== - ! 112 I. �' DETAILS Rochester, New York 14604 6 Ls 5 Cp 12 Cp At Df �. ' — 4 At . __ - 2. PLANTINGS TO BE NATIVE, 12 C i - - - Site/Civil Consultant Pv — . 2 Pv ' ` + , NON-INVASIVE, AND DROUGHT 3 6 Ps TOLERANT TO THE BEST EXTEND � 1 I O 2 Al C 12 Df 12 Df \ I: . W� POSSIBLE. IF r . g M '�, _ \ ' 3. AN ORGANIC MATTER SOIL AMENDMENT • ' . . �-_ . ' . -.\, � . �, - . -. ' � -. �, � -. - , � 12 Cp / � �\. .. � L ( . •. . ..' � __�. '- -_ INCO PORAOTEDEDNTOLEAF THEMOLD) TOP OWILL AT A , 2 Al � ' 12 Pv �`��_;- =_�� ; : 6- \ 12 Cp a . �, �s _- RATIO OF ONE PART ORGANIC MATTER 12 C p 12 C \ ! \ L K. Md EAN ASSOCIATES, P.C. ' �. • ' ISLAND, NY TO TWO PARTS NATIVE TOPSOIL, TO 15 M P — 7 M d P \ \\ I _ 437LONGSOUTH COUNTRY RD., \ :l. . ' INCREASE ITS WATER HOLDING 437BROSOUTH NEW YORK „7,s ?e i 4 Iv LIMITS OF \ CAPACITY. Tel: 631.286.8668 _ 6 IV � 4 Vd 7 Lc \ / / sTORSMwA ER \ ��•�� - 4. COARSE MULCH AT A MINIMUM DEPTH RETENTION AREA \ �� .� OF 3" IS REQUIRED ON ALL PLANTED Z 7 Am l 4 1 Cc J / / \ LIMITS OF RAINv\ �' �. MATERIAL. GARDEN 36 `��` 32 0 / J \ STORMWATER 5. ALL TREES AND LANDSCAPING ARE VINEYARD VIEW \ RETENTION AREA/ REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE NORTH ROAD 12 Df TOWN OF SOUTHOLD, N.Y. 11939 APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT / / / \ \ 2 Al MUST BE REPLACED WITH THE SAME E �� / \ \ SPECIES AND SIZE AS SHOWN ON THE I EX. SASSAFRAS 1 4 APPROVED SITE PLAN WITHIN 6 , —/ � \ MONTHS. ANY CHANGE IN TREE OR 10 Vd GROVE TO REMAIN /. I — — -26- — 004W 4 tlnpV LANDSCAPING SPECIES MUST BE -- pp- -. APPROVED IN WRITING BY THE PLANNING BOARD. 6" WIDE x { F-18"►I @ ANCHOR TRENCH 12" DEEP " / < - - - - - - ANCHOR v / TRENCH coniferr./_ REAL EE7A7E DEVELO,IAEN7, CONE7f UC710N l MANAGEMEN7 2"-4" OVERLAP ON SIDES (TYP.) 2005 FRESHWATER \ ~ - - - seal ��cy j / WETLANDS BY C.W. ' ���'�o�° �•%, W S BOWMAN, LAND USE ESI„ I \ / 24_ a / / AFFIRMED BY NYSDEC LETTER 6/20/2018 ALL STAPLES rn I I / / i I 30 O.C. (TYP.) S 56985 al / / / // IS c / / I \ \ sued date description C f EX. BLACK LOCUST / \ i - - - 1 7-18-18 2005 WETLANDS DELINEATION ° I - - _ - - \ �I I GROVE TO REMAIN / / / \ 2 9-28-18 STREET TREES, RAIN GARDENS o \ & PARKING AREAS 3 12-7-18 ADDRESSED 10-2-2018 COMI / \ 4 12-18-18 RESSED 12-17-2018 EROSION ADRSS5 1-3-19 DEED 12-21-2018 CO CONTROL MAT g COMMENTS / / (E.C.M.) INSTALLATION 0 I \ / / N.T.S. O P L A N T M A T E R I A L L I S T issued date description / / / / \ 1 SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES rn EX. SASSAFRAS 3 I I _ / GROVE TO REMAIN \ \ _ QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS QC 1 / (D Q / \ \ CAL. SHADE TREE \ (DAl - AMELANCHIER LAEVIS SERVICEBERRY 2 -2.5" AS SHOWN DECIDUOUS CAL. TREE I \ \ / Alc _ AMELANCHIER LAEVIS CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW Qi ` / 1 I \\ \ \ / (D 'CUMULUS' CAL. TREE DECIDUOUS Cc - CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS CAL. TREE Cf - CORNUS FLORIDA WHITE DOGWOOD CAL?5" AS SHOWN DECITREDUOUS -8' HT (1) / \ / Ps - PINUS STROBUS EASTERN WHITE PINE 6 ., 7 O.C. EVERGREEN \ � \ \ \ , / / � B&BTREE \ \ Am ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING title \ \ \ / \ / / -- CONTAINER SHRUB (WEST) \ / Iv ILEX VERTICILLATA WINTERBERRY 5 5 O.C. FLOWERING 4-1I \ \ \ \ �� \ \ / / -- CONTAINER SHRUB a \ \ \ \ \ u ti�` MP -- MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING v a MON. ND, I _ \ \ l \ / MON, FND. / CONTAINER SHRUB LANDSCAPE \ \ \ \ \ MULCH TOP SURFACE WITH I H1N \ - Sc -- SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING LAYER OF LEAF COMPOST OR \ ^ CONTAINER SHRUB PLAN SHR€DDED WOOD (NOT WOOD CHIPS) EDGE WITHNATIVE GRASS / LI CJ�' Vd -- VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING ° PLANTINGS (SEE PLANTING CONTAINER SHRUB Q) 3: CAST IRON INLET GRATE & PLAN & DETAILS) 00000000 IgS -- ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT HT., B&B EVERGREEN N PLAN KEY FRAME BOLTED TO MANHOLE 6" MAX. C60CP At _ ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING POND DEPTH - CONTAINER PERENNIAL SEE PRECAST CONCRETE 12"MIN Lc -- LOBELIA CARDINALIS CARDINAL LOBELIA CONTAINER 2'-3' O.C. PLOWERING ERENNIAL drawn by: LMY AREA DRAIN DETAIL AND 24" AX. %AcP Md __ MONARDA DIDYMA SCARLET BEEBALM #1 2'-3' O.C. FLOWERING DRAINAGE PLANS checked by: CFD <.; __� _ ___ _ _.-:> ,- -.�.4 .-._. � Sna SYMPHYOTRICHUM NEW ENGLAND ASTER #ON AIN 2'-3' O.C. FLOWERING SEED ���;:�� ;s:�;;r.,�^,fr -- (SEE _ �`` ''�- 1 „:..'_r�y., NOVAE-ANGLIAE CONTAINER PERENNIAL �•. �,, scale: A NOTED .L�4°'Tt�;•^�F"�t'K^�`�r �,i• -�.F ": "';hhG :u{.f.- ,-'S�S • S�1 y'a..)1 LS 1-A PLANTING "" ' ° N^,� -a r"^=`����^'�`" '�"��'�}�"`'��` `�j'Y'`�'=�'`� 3 ��`�`r 12" MIN. � Cp -- � PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE Lo PLAN ::,:r r =: t 39-0" / project number: 17106.000 ,, ;! �;'• -+ :.�,..{. �..-,•i-s..-,..•.'„ • MIN. �{ �.., (MIN.) CONTAINER GRASS LID ° �' _� = DEPTH OF 3'-4' O.C. NATIVE to tr Df DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 � a- DRAINAGE PIPE MM - - - PLANTING SOIL -- CONTAINER GRASS aD ��..�,�r-� 2 3'-4' O.C. NATIVE SCARIFIED tTtJ� PV -- PANICUM VIRGATUM SWITCHGRASS CONTAINER GRASS sheet number 0 40 80 SUBGRADE RECEIVED THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING O Feet - IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION (o OF A LICENSED PROFESSIONAL ENGINEER, WHERE 00 LS 1-C LS 1 SCALE: I" =20' TYPICAL B 10 S WA L E DETAIL JAN 0 4 2019 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LSI -C ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL THE ALTERATION 6 N.T.S. Southold Town DRAWING A D/OR NENTFTHE PECIFICATION N THE Planning Board (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-113 AND LS-1C FOR OTHER PLANTING DETAILS. SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES j PLANTINGS FOR PERIMETER 2. PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT OF PARKING AREAS Ar ACER RUBRUM RED MAPLE 2.5"-3" AS SHOWN DECIDUOUS TOLERANT TO THE BEST EXTEND POSSIBLE. CAL. SHADE TREE 2.5"-3" AS SHOWN DECIDUOUS Qo QUERCUS ALBA WHITE OAK 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED — cAL. SHADE TREE � trij LEAF MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT Qc _ QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS PLANTINGS FOR INTERIOR CAL. SHADE TREE A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS ` OF PARKING AREAS NATIVE TOPSOIL, TO INCREASE ITS WATER—HOLDING Al - AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS CAL. TREE CAPACITY. Cc CARPINUS CAROLINIANA 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 CAL2,5" AS SHOWN DECIDUOUS . TREE INTERIOR ROADWAYS 5. ALL TREES AND LANDSCAPING ARE REQUIRED TO BEJv 00190JUNIPERUS VIRGINIANA EASTERN RED CEDAR CONTAINER TOC EVERGREEN MAINTAINED BY THE PROPERTY OWNER A S SHOWN ON THE HEDGE 325 Wireless Boulevard, Hauppauge, New York To THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', #5 7' O.C. TALL 11788 APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE -- (ARBORVITAE) CONTAINER EVERGREEN Phone 631 300 1010 BE DESTROYED IT MUST BE REPLACED WITH THE SAME , CJ`' HEDGE V" Am ARONIA MELANOCARPA BLACK CHOKEBERRY 5' O.C. FLOWERING SPECIES AND SIZE AS SHOWN ON THE APPROVED SITE -- #3 CONTAINER SHRUB owner/developer: ocbO Iv ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING CONIFER REALY LLC PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR -- CONTAINER SHRUB 83 E.Main Street,Suite 600, MATC H Ll N E A A LANDSCAPING SPECIES MUST B E APPROVED I N WRITING B Y CF-b�' MP __ MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING Rochester, New York 14604 CONTAINER SHRUB THE PLANNING BOARD. V"C_J'' Rc -- RHUS COPALLINA SHINING SUMAC #5 5' O.C. FRUITING CONTAINER SHRUB Site/Civil Consultant 1M_ Cf Sc SAMBUCUS CANADENSIS ELDERBERRY CONTAINER 5 O.C. SHRUB FRUITIN3 IVG / ,�('�,.( ~ • • oc O L ��' i Vd VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING L — 5 MP / / CONTAINER SHRUB �1 1 AI ❑ O -- 5 Am / �����+�+� IgS -- ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT -, i T T HT., B&B EVERGREEN 5.2t p y - "u,,O / /(. QCPCP LEPIAS TUBEROSA BUTTERFLY WEED #1 At ASC 2'-3' O.C. FLOWERING Rh g / CONTAINER PERENNIAL -9.5' _ / / Q� Dm -- DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2'-3' O.C. PERENNIAL r 9�-R . 4 D m CONTAINER L K. MCL.EAN ASSOCIATES, P.C. -..- .:. _ o0 22.0' 1.8 . Lc -- LOBELIA CARDINALIS CARDINAL LOBELIA #1 2'-3' O.C. FLOWERING / �/� CONTAINER PERENNIAL LONG ISLAND, NYU 1 2'-3' O.C. FLOWERING 437 SOUTH COUNTRY RD., .* * ? �..•. M; n'„�o- q m L E_ / Qj� Md _- MONARDA DIDYMA SCARLET BEEBALM # BROOKHAVEN, NEW YORK 11719 4.0 BLDG. 7 (TYPE D) / / � CONTAINER PERENNIAL t,• / , , Rh -- RUDBECKIA HIRTA BLACK EYED SUSAN # Tel: 631.286.8668 1 2'-3; O.C. FLOWERING . .. . _ . . . _ PP RENN LL 5.O•• 20 0 ( / OdDcp So SOLIDAGO ODORA SWEET GOLDENROD BRA G C�NTAINER 2-3 O.C. L IN .•. 1 Ar . :.��.-.��. . .•••....•••�� .�: ��.� •�:•� '`�.• .• 1 / CONTAINER PERENNIAL 1 Ar ? 'Y Q Sna SYMPHYOTRICHUM NEW ENGLAND ASTER #1 2'-3' O.C. FLOWERING NOVAE-ANGLIAE CONTAINER PERENNIAL ' 7 Mp 2.0 ' 4 - .M� :. - w: F v /1a. / / � Cp __ CAREX PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE VINEYARD VIEW j g M p �� I CONTAINER GRASS '' � Df DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 3'-4 O.C. NATIVE NORTH ROAD / -- CONTAINER GRASS Pv PANICUM VIRGATUM SWITCHGRASS #2 3'-4' O.C. NATIVE TOWN OF SOUTHOLD, N.Y. 11939 � . .. 3 • Rh , 2.0 ;r, . � GRASS 3. 1 ` Co 6 Am Ot BLDG. 5 (TYPE A) 6 So _ ' 12 Pv - 3.0 4Vd` S Rh 6 Lc 6 Sos 10 I g S 5 Rc - t coner 7 To 5.4 f ' F \\ _... _ _�,„,. 'F,. '},„ „p -• ,,., •' \. \ SEAL itTAii DEVELOPMENT.CONSTRUCTION t MANAGEMENT \ \ . 4 -T I 00 5 IgS 1� ,. ., \ . 8 Rh .- OF NEW .5 f` 6.3' a?` I N • \ — — — — seal N 16_ / r 12 Pv !\ aw (I; 23 4'P • ( I I \, \ / LAJ ` I \ 56985 k MI 5 At 12 C p _ 1.9' U' W ow 1. 12 Df �' l .' \• ti R a S(zto��a W V .Cf 12.8 12 Pv ,. .. ..� ”—. o z 12 Df �, .. \ i 12 Cp 24 issued date description `20 ' 2005 FRESHWATER . . 5 Df C WETLANDS BY C.W. 1 7-18-18 2005 WETLANDS DELINEATION a. ( � � h���':~~-�....•. ' . _ . �. f \ `/ BOWMAN, LAND USE ESI„ 2 9-28-18 STREET TREES, RAIN GARDENS U_ E-- wry. \ AFFIRMED BY NYSDEC \, &PARKING AREAS V \• \ 3 12-7-18 ADDRESSED 10-2-2018 �I ry r -,� ��8 LETTER 6/20/2018 COMMENTS 6 LC 6 Rh �N , . 12 Cp / _ _ 4 12-18-18 ADDRESSED 12-17-2018 0 4 Am O. i o ry� 4 M p .� /. . ; . I LIMITS OF RAIN 6 Vd ' \ \ o � \ \ 5 1-3-19 ADDRESSED 12-21-2018 o GARDEN / I ``� \ \ / 0 STORMWATER / � / 5 LC \ COMMENTS 0 RETENTION AREA / / / 8 Am 00 12 Pv \ \ , 1 QC 5 Rc `� \ \ issued date description r ��� _- i 8 Sc 4 Dm \\ 12 Cp \ / \ o / 12 Pv '\ / \ 12 Df \ U_ C % \% i i / / \ / \ .\ \�% , title LL_ \ \ (SOUTH ) LIMITS OF NAIN`\ ' LANDSCAPE GARDE / RETENTIONATER ` ' \ \ C: PLAN 0 PLAN KEY ° / 2005 WETLAND \ \ \ ` � 0 40 80 a drawn by: LMY ) / DELINEATION \ , Feet C / (BY C.W. BOWMAN – _ \ ; / checked by: CFD Q / LAND USE ECOLOGICAL \. 0 LS1 -B / i SERVICES, INC.) i�j\ \ \ � � SCALE: 1" =20' scale: AS NOTED � LS 1-A _ LLO O o project number: 17106.000 _ \ o C \ \ \ 110, RECEIVE® 0 \/ \ \ \ \ \ -- "-��-.�--�"' / sheet number �- / \ THE EDUCATION LAW OF THE STATE OF NEW YORK N O \ /- \ JAN 4 2019 PROHIBITSDRAWINGS �HEAACCOMPANYNGLTERING ING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION O 0 LS 1-C LS 1 / \ / OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS 1 D O \ \ 18 � SOUt OITown SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL Olt IV __Am \ PlanningBoard ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE - THE FULL EXTENT OF THE ALTERATION ON THE O DRAWING AND/OR IN THE SPECIFICATION (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 15% OF THE LAND AREA OF THE SITE. / 3 `a¢: �-/ IRRIGATION HEAD , THREE ZONES FOR THREE DAYS OF IRRIGATION WITH EACH \ ZONE SCHEDULED FOR ONE DAY PROPOSED HALF CIRCLE IRRIGATION HEAD ZONE 1 (EAST FRONT LAWN & VILLAGE SQUARE LAWN AREAS) PROPOSED QUARTER CIRCLE ' 20•34'20,`E- \ IRRIGATION HEAD I _ _ \ _ _ L _ _ J = 20,950 SQ. FT. ZONE 1 ' � PROPOSED ADJUSTABLE. I -- \ / X27` -// / ' { ,! CIRCLE IRRIGATION HEAD o o —12.0— L , ``� �' N CD `t o `'o 0 0 — — N FND \ / — — ZONE 2 (WEST FRONT LAWN AREA) I N N Nnr ^ �4, �• 3� \ / 325 Wireless Boulevard, Hauppauge, New York Q 2 -.�, � ' �-- 3°" E = 22,9 00 SQ. FT. 11788 \ 106,0 L J (SEE IRRIGATION DETAILS ON SEPARATE Phone 631 300 1010 SHEET) 0�J' I R7 ':STORMWATERlC " -•'a� -.=. -._. \ �5( / , ,' N O' O ETENT OJ \ ZONE 2 ; ..'. '�sWa� -= —T \ \ •�V' owner/developer: ZONE 3 DRIP IRRIGATION AT ALL PLANTING BEDS AROUND CONIFER REALY LLC . I. N �: :✓ . .".'': :':. \ I — — ( w PROPOSED PRIVATE WELL PARKING AREAS AND AT BUILDINGS) (SEE DETAILED O 83 E.Main Street,suite boo, (FOR IRRIGATION ONLY) Rochester, New York 14604 IRRIGATION PLANS - SHEETS LS2-A, LS2-B, LS2-C & o o LS2-D) \ TYPICAL SIZE OF IRRIGATION HEADS QUANTITY Site/Civil Consultant 3 = 13,830 SQ. FT. --- o� s ..I .V.'.1,' I �I. OR MWA BLDG.1(TYPE C) .. .. .' 0 IU) cc! RETENTIONS N FIN.FLR.EL.=23.25' �� , i/ `\\ PROPOSED N30 FEET RADIUS 28 W'' �o J IRRIGATION HEAD G y W3 ��'. AREq S \ ' O NO ED L--------*--------{ TE. AN IRRIGATION TIMING PLAN WILL BE IMPLEMENT ZI.' o ..': . . FOR THE SITE TO BE IRRIGATED IN PHASES SO THAT 0 . 7 o \ i� / / I ��� \ \ SECTIONS OF THE SITE ARE TO BE IRRIGATED IN ON PROPOSED 10 FEET RADIUS 280 ALTERNATING DAYS AND ENTIRE SITE IS NOT IRRIGATED ALL A AL IRRIGATION HEAD- L K McLEAN ASSOCIATES, P.C. Q i \ AT THE SAME TIME. LONG ISLAND NY O 437 SOUTH COUNTRY RD., Y N- IRRIGATION PLAN NOTES: \ / N BROOKHAVEN, NEW YORK 11719 ��� � Tel: 631.286.8668 SEE LANDSCAPE PLANS – " ; . @` / N \ 1 . SEE LANDSCAPE PLANS - SHEETS T. T 2005 FRESHWATER (STING TREES 'O FOR EX I. y -/�f � _ <• : \ LS1 , LS 1 -A LS 1 B LS 1 C & ` %� / / � WETLANDS BY C.W. y �%r"ii die�%' ".J l TO REMAIN f; �.. / "--� BOWMAN, LAND USE ESI„ LS1 -D FOR PLANTINGS. AFFIRMED BY NYSDEC 2. SEE DRAINAGE & GRADING PLANS ZONE 1 \ \ LETTER 6/20/2018 SHEETS D1 , D1 -A, D1 -B, D1 -C & VINEYARD VIEW .O / \ \ \ D1 -D. NORTH ROAD ,..., .�'. BLDG.2(TYPE B) . .0 \ 1 \ _ 3. SOIL MOISTURE SENSORS WILL BE �^ FIN.FLR.EL.=23.25' \ / • G /i\ ' \ / 22 0 \ \ e \ \ USED WITH THE IRRIGATION SYSTEM ' - T SOUTHOLD, N.Y. 11939 ZONE i G.. ��, \ __- -� TO WATER ONLY WHEN NECESSARY DURING TIMES OF LOW SOIL 0 o. rr ;r r r. � D �• \ � \� MOISTURE n �R I h, N O e N d � F ,r r N' o f O / 0 U -o 4. NO MORE THAN 1 GALLON PER E 000 S / N yR Y o DAY SHALL B USED FOR IRRIGATION. '. E RI r� o / r n „ fir �. ... O ;.. t.. �, ,,,�� .,, � v •,: \ \ � \ 5. THE USE OF NATIVE �O x t t O O, Oa I DROUGHT—TOLERANT LAN S AND ' w S PLANTS i/ n } Ies , O O o,r r, � rrae r, \ ZONE 2 \. IP IRRIGATION PI I y�.. DR I GA ION IN LANDSCAPING S ' '�-:-• � N:'::' ;/%,i �} ray„ay,,, u O \ REQUIRED. %fie•, N , BLDG.4 PEA 1 (TY ) BLDG.3 PE B '�+ (TY ) i � A SEPARATE WELLS SHALL BE USED FIN.FLR. �^yCim \ \ WELL(S)�7..:: i; .. � 4 : f. FIN.FLR. .,,:,,,:,`;:. I \ � EL.— FOR ALL IRRIGATION TO REDUCE THE , 7.' I. 6 • .['..`.: X.. �• '��//,aa ~,q�°�ir 23.25' (}'.. . ,' r �7 2 I. \ s : 23.25' FIN.FLR. s, ,Y - \ \ USE OF WATER FROM THE SUFFOLK conifer,,....23.2s' ORN , .» « Y I.. / WEAL FfiTATE DEVELOPMENT,CONSTRUCTION t MANAGEMENT ., �,� `� '� I.':�-.�cr". '�` `"'�,-: .: �•. TFNrION r�4 � -- COUNTY WATER AUTHORITY S SYSTEM. • \ SW \ J. I �. a t � it °4 \i'' z 3 i SEE LANDSCAPE PLANS /.'. ~�.� u �. �Y y. """;�:;;., �, \ '���. � � l • e /-mss >, t ' \ / k;. FOR EXISTING TREES r a \ I / sea P H ( , G on , •D P REMAIN i r, E T 0 I 3 f \ \ .r a t, ter. , MATCHLINEAA ` ,L D 0 , st` , r r { C, 7 ra>' v C MM NITY BL ir•• O U DG. f: , s , .9 . t FIN. ) 7 F N.FLR.EL.-29.0' 3 6.' � 1 9 V 0 3 y \\ .{' ti� •� ""' •�-� ..�. i # .. ;4' 'rii BLDG. `` pp ,C\ FIN.FLR. �� — \ vo! I 8 + a 4 2 r EL.— i C k Q . :O I ' / O 23.25' TIb'1A REA l k F/% 1 R }s REdW RAI rr” \ .SVOA3: I i� N r I B �I�IO N G .. , ARDEN'/. z 3TORM I « WATER t RETEN ENYI TION ,>" � ONA \ \ I 57 ✓/,/ S S W \ 7 W / \ o �/ \'. �'7-1 §" L'j1 /L ;� �� issued date description F. ,L � � BLDG.5(TYPE A) - ' �"µ/� \ ,� 1 7-19-18 2005 WETLANDS DELINEATION .:" X60 v N / 2 10-1-18 STREET TREES RAIN GARDENS FIN.FLR.EL.=25.15' %,y'dr - r I o ✓ 1 \ & PARKING AREAS / d- 3 12-7-18 ADDRESSED 10-2-2018 ZONE 2 I o SO\ C 1 COMMENTS 4 12-18-18 ADDRESSED 12-17-2018 Iii OKI COMMENTS \ tF , \ 4 °' \ I \ 5 1-3-19 ADDRESSED TOWN COMMENTS { / / O• / \ \ (( RArNc��A ��6.0— 'W \ \ i.. ` \ O STORM N/ y >»Y,' N \ O / GARDE � ;:�>„ ;;;,. o26.0-- { .'.' 12ETEN']ON AREq '' � \ �� issued date description _M ^24 / N' '� '''STani '"' L ryry 00 o W 41 k3Z,8/7 / \ \ E— / % 7 — I I / \ 80 tale LL_ \ \ ' ' - - \ ' - IRRIGATION 00 0 PLAN U) 0 oe PLAN KEY '' "O"18°°" �� \ Z. 0 100 200 drawn by: LMY \ \ o J 1 564,5 ! - Feet checked by: CFD o \r�y \ \ �� I \ \ — 'r SCALE: " =JPO' scale: AS NOTED E o- LS2-A LS2-B C \ \ project number: 17106.000 RECEIVED.Low. i sheet number d7 THE EDUCATION LAW OF THE STATE OF NEW YORK — O PROHIBITS ANY PERSON FROM ALTERING ANYTHING o � JAN 4 2019 IN THE DRAWINGS AND/OR THE ACCOMPANYING 04 O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION d- O LS2–C c ow SUCH ALTERATIONS OF A LICENSED DARE SMADE, THEIONAL PROFESSIONAL LS2 NEER, WHERE O LS2–C SOUth01CI �OWn ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE � r Planning Board THE FULL EXTENT OF THE ALTERATION ON THE DRAW(NYS IED.AND/OR LAW SECTIONH72S09E 2)(CATION ` _ , ,x..y��- , :f - \ _ LAWN IRRIGATION LEGEND .;.. SeZ 3 �\ -�` N' r xSTp B�Q_SA�E /. '�.� '� d , / ,^ �_--__ \ \ \ / i/. \+ PROPOSED FULL CIRCLE6 I D, - N /N 1� p. 1 ' ( �, O MWATER RET . _ / 'j` ��p \\-// IRRIGATION HEAD :. r I i 1 i I I I . . . . . AREq S ENT► -<�Q — — — _ -- CIRCLE F- . .I <,` W 4 \ � PROPOSED HALF I I i I 1NC° I j - \ I i F N_ L J ' j Z10 ,-4/r.1, I . I ?; \ . / _ . • % � 100' WETLAND IRRIGATION HEAD . . 2 I I \ I I W . I �, I ,;fig \. . y. BUFFER LIMITS11 ,,. I . I I I '`,. . . . ' , . . ' . . � \ PROPOSED QUARTER CIRCLE ,I•. i I I~ 1 �, -- , s . ' . . - F_ �- IRRIGATION HEAD r' a x I I I :� \ \ � _ ~�� x.� - - I i I I / PROPOSED ADJUSTABLE. ;. 1: - / \ I �. z I I� , I. I I .I {+° _h"�Fi' ` �' ;,\<=' \ ZONE 3 �,/ CIRCLE IRRIGATION HEAD F I� W �n l I I I :� . U . \�' \ \ r a w I I LL W 1 f �4' !� I \' 0 325 Wireless Boulevard, Hauppauge, New York a L, Ip`--, 1�, 'W I I I I. <' i T. T SEE IRRIGATION DETAILS ON SEPARATE 11788 � ; j W 0-,I -Qill 0 - SHEET) Phone 631 3001010 3 4 ' 1 I i I N r�y,r ' � Ali \ 1 �'. I ( ° '` : ° 4 F PROPOSED PRIVATE WELL owner/developer: I q i I I' I W ; . 'I ,...; - l f OCONIFER REALY LLC j I . I �. 1 . I ► Q I ' RAIN. \ ( (FOR IRRIGATION ONLY) 83 E.Main Street,suite boo, w , \ Rochester, New York 14604 11 I i � I`W I I GARP TOE OF SWALE . W I iO I 1 I �� . . . . q � . . I 1— . . :. . .1 . O . EN / I I. BLDG. 1 TYPE C . Ja I W I I. I I Q I . RMWATER ov ' - . \ \ Site/Civil Consultant � q I 1 1 I I � ; . N - ' 4 . o . . / TYPICAL SIZE OF IRRIGATION HEADS o . .i 1 RETE . . . . � --- I i o I I O . .1 . i W ; '.. I - . .fir NTION. .. . ; . FIN. FLR. EL. = 23.25 . ' \.A. o \, � _ l ' . I-- I I ,� \,.AREA SW3 . . . . \ \ PROPOSED —30 FEET RADIUS � \`.� ! i \ IRRIGATION HEAD 3�2° I I u: I . ' 7-�--�� �3 I Q _ . , . I..7 i I .1 �� rv,i' O' . � I \ — I . I < . i y , -'' f ' . . ' 1 I ;" PROPOSED ^'10 FEET RADIUS 1111111, 11111 ill I W , . , I �'', I ,/ N ..I' .Ji / ''/"/ ,`,i\ D p D ;/ O I \�, - 11 L K.MCLEAN ASSOCIATES, P.C. ��� IRRIGATION HEAD Ii I .N _ e �.,..� , ( f 3 I O _ ' _ D > ,I y' a .� : ,/ ',\ 'a. 22 / ` I LONG ISLAND, NY I � � '' I \ 37 SOUTH COUNTRY RD., '._. .. \; / " `�O 1 BROOKHAVEN, NEW YORK 11719 —E, \ Tel 631 286 8668 - . , t 'm I. R 1 . • d I 1 00' WETLAND ) ,.,:,/P :., Ill '�..,"T'�;- r------- BUFFER LIMITS _ilr ,; i i r .,.n4 ri / ,,,,,,,,r, ; ;;;, ,;f 1 r IN �.' . t' I A f MIT , :.,. ;. �y , 7- ./ ,i.';;moi% "I/ , : GA DE y, ,, J % r I \ r ,;g; ,� ,,.;', /,. , , r' > ri »: /,,, i;..,; o,./ E R I :8 T / S ,�y ,;y..,, I ;�< y ' � r is �°.;., " " c N AR ; " V V RETE � ,,,;�: i:, VINEYARD VIEW " �.:;, „ ,;.r 1�11 , , „ r.. , , I'll ,� �i NORTH ROAD r, 11 I „-- -- � itz .. /..,,,c,,. ..r ,;s,;. .. it TOWN OF SOUTHOL N.Y. 11939 , LAN D BA ® : . D :' ,,, , ) - III11 /' ;; N AS,i r;' ro,% .; so , :k /... N I E PLANS h , .. SEE LANDSCAP ;. } , l . , _.� PAD N •� G TREES -, - T T FOR EXISTING „ . II --T .. ;;,. , / r..,, 2005 FRESHWATER /'l:r' s ;,/ r `� 0 MAIN I T RE /.: r / r r II -, '. WETLANDS BY C.W. 0 hI 1 , RAN i <'r BOWMAN LAND USE ESI c�i', FORMER i / , s r —f- / ON d / ,./. Z E 3 :rr, / i o.. AFFIRMED BY NYSDEC , 6 f � x r. •O -i I /. I w / u,/ / 1 /. `` ,r ----� r1. LETTER 6 20 2018 ,,, ,,,..,,, ... .u., ,y; r. �t I '1 /„ „r. F, �' ,is. %% M , i i� �,,�..+• \ . \ rI, I/ --; "'-/ / i Wvdl,/!///IM, �� I , y.'''. T S r; Vii' / ," 11 111 r„ ZONE1 / \ I co / \ / . I . \ 1, / I . 11 ; .::;:' : i; \. I ,/ 'J A / ej. . = J \' — �_ _ , -- - - - " ZO WN . . . . . . - (E & VILLAGE SQUARE „ C I . . . . . . . ! \1 11", � . ® . . - '* * t / L _ _ � LAWN AREAS) I IT II i� �\ ^ \\, /� ><' J Y' D '. �-c a --- / 100' WETLAND conifer" 11 . - , , e s.. R ZONE 1 ,^ '/. r 1 \ �� ./ " ' ;'%i'', REAL ESTATE DEVELOPMENT,CONSTRUCTION R MANAGEMENT _\' / .rC\,_ 1\ / \ , 1. `\ s.;.. :; .' j" ti. " I, . .. " . . " . , " . " e T BUFF LIMITS Z / / .//\ / \' • '/ \ / \1 ���• m,D . , .D . , \ tam I I . / . . n ./ \ ' 1[.. �. I / -r U ZONE 2 (WEST FRONT LAWN , 4 / ' . \ l r-l-n \ �' �i i N .\ - . �' 1./ . \. , . " '�\ \ f— AREA 3 I \I / o / \ \ \� I ) seal 0� NEd I / \\\ , \ I \ I. N��, I ' 4 . / I . / �,' r - ZONE 2 �I -� �,_r ' BLDG. 2 (TYPE B) \ 1 s ,. ---- - - \ //\ \\. 1 / ' --� - /�\ /: FIN. FLR. EL. = 23.25' I \ '_ ;^ �, I 1 ,/ - '� - / �\ . -- —f ZONE 3 (DRIP IRRIGATION -t 3 y 1/ / 1 \ 1. \ / \.� /\// \ \ f ® \/ 1. 1.; /1.\ - �. �' \ AT ALL PLANTING BEDS �� -rs / \ - / / BENCH J 1 \ .\ \ — —. E�' r \ '� \' - .-i / / 1 \ - % \ �t' ,; �1 \ , �.' _ �" �. I, „�. ;. o L _ _ J AROUND PARKING AREAS F, / \ \ \ =-=-� AND AT BUILDINGS ,fir.' ��. „': r/ y \ y- i r . — ZONE 3 ) �1 \ 1 1 R . /'" 1 / d \ / i *<f L z ,l / a \ I. w - - 6 :' rr r ,� P ;; EE IRRIGATION LAN T e S 1' ( o > / I issued date description \ I e •e D p //;° / 1 100 WETLAN r c / � %''� t /' �. LFOR SQUARE 4 ',�. SHEET LS2 Q /r. 1 Bio;, , it \ �' .=1 BUFFER LIMITS Q s N F F i F F ,F F 1 7-19-18 2005 WETLANDS DELINEATION a., V V V r- v,: s,' t , I /iy, \ FOOT AREAS • 01�f "I 1/1I 4' - 0 1 I 5�� r� .;. i,„ „ , 10-1-18 STREET TREES, RAIN GARDENS I w a 'o _r" ENChi 2 I� . L 4;,;'; 4 . "''';" RASH RECEPTA & PARKING AREAS tl .,,., ,...::". ii- _ _ ZONE 3 / T 1' T T T T T IRRIGATION PLAN NOTES: f „, , , T T - - - ' „ , �, - 3 12 7 18 ADDRESSED 10 2 2018 /,. ,,, ,., .r - — ;i \ �; o- d r. / /- \ ,;,,� a ,,s, vi,. . + , U _ N _ COMMENTS r yi,„ .\ \ l ! �, ,...;'.::, — �- 18 18 ADDRESSED 12-17-2018 F I ? /r. S >.,. 1 . T �, e,,o�; - ,' ; \ w /1' ' / .�y V. !\' .\' ! r--- SEE LANDSCAPE PLANS SHEE a 12 ' Bryn; ; /,; w 'sf '! \.' Y ;i \ Y'. \ / . LL / N' / \. \.' i' L'\. / COMMENTS �, I r �, . �. ' 'L 1 . x.' , b ® - - - - _ ''� .rte` o x, /x w \ Z L. O LS 1 LS 1 —A LS 1 B LS 1 C & 5 1 3 19 ADDRESSED TOWN COMMENTS ;,. , , , �, c 1. y; y,;.. ice' / T I. T T E .O i•' Q/111 r i rte. K x's v I 1.' a n�� "w \' / Kw 1 � i. ;., 1�1- ��„ Z' I \' /r 1' v. LS1 D FOR PLANTINGS. N- , / x' ne 9 k /ry�,. 1 O ): & 7^„ { / / g. 1 / \. 1. �: N„ k X1 i O /r/ I Ham,,, "� -: 2. SEE DRAINAG & GRADING PLANS " ', y9 E % r- � 0 , l r, V .%G °rR b \ \ 1 "i; •'%ten / �\ \' ,. n .1' -1• -V O. SHEETS D1 D1 A D1 B D1 C & r , ,e T E I ;r - 1 1 T' e / l / r 1'� i i r 1,, c i I ;., issued date description „<: / '... \ t _ / L— L- f ,i., - ... ,. ,.,per �1/a / .i '\'.' , —r '4 ; - w =r.' x x i" / \ _ i i /\ 1 ;.. 3 / ,, ,.. ,. N ,; , '/.:, ' r,, / _ RE SENSORS WILL BE \ � : , ,,� �. � PLAY � - � � SOIL MOISTURE \ r, { . . cn r- y / Q i i;.. i / GROUND r. ; ='� \ \ o 0 f — 8 Y / , . \ . USED WITH THE IRRIGATION SYSTEM I \ 1 \ / FLAG POL "� c , �. . ,� � AREA _ I /.I — \ I\ -:" - U / TO W TER 0 LY WHEN NECESSARY 3 1 — Dt1MFTFR A N T - . , r, n� r o A ;:. / \ 1 RN �a� A�' \�' o , o \ I / 1-- i / O I A \ �' 4 DURING TIMES FLOW SOIL A FENCE"" TVP.' \. Y , F , 0 \ h'. 0 I 1 + r� �• �._.., \ ' „, I' .N�"%�//'%/O/v/;r.q»,x „ mow.'."„ \ ,� _ " /. I ry T�, ry MOISTURE. F �-- r 6_ ice''\ . ,.r > \ k \ _ \ 0 \ \ / 11 4. NO MORE THAN 1 000 GALLONS PER \. , \ \ r�. / , / . ZONE 2 V. \ _ e _ , . I. ,:i' \ l y /� CNIC AREA Y D \ ;,'. .— / . • < . vim. L r \ /. . . .'1 . 'i \' c /C \. / 1 \ r. DAY SHALL BE US D FOR IRRIGATION. / _ .c. r E \ Y I ;;;:,,, ;N I' O I / i — E , y' \ L' 1 \ I..L. U \ \ e / I i r � V / �` 1 J 5. THE USE OF NATIVE, E \ �� � � � -/fir V) /. f� ?3 r ' r. I' J O /� DROUGHT OLERANT PLANTS AND / r . \ ,� I y / T \ / � �. iLLAGE S UARE L'� V Q ..,.1. I �n ,. \ \.i 3 , /. r I 1 r > a.' 1 ' / /° ,!' t / 1 I , . - - DRIP IRRIGATION IN LANDSCAPING IS \ \. 11 4 _ �. / i e I 1 \ 1- / r / /�' — \. \ \ \ I f '\ D REQUIRED. I I' I 1 BLDG. 3 TYP B Q . ._. .1 / / ® 1 /. I w� \ I /'%.. iii- i, / I �;v �,%ter iiir,,; \' ' �. \ I \ :. 1 •Y. / r .21 - P T �• 4 /. f. 6. A SEP RAT WE L S SHALL BE USED 1 � / I \ �• A E L ROPE S i �� �. I 1i / ! 1 �— : 1 r / \ \ / \ . / 1 1 / \ 1 r r � FIN. F i t r DUCE THE r I' D FOR ALL IRRIGATION TO RE title I — \' 1 / r /.' I 1 y. U SHE ER 2 y � I I / / /. T _ \ „ 1. _ OM TH SUFFOLK \ \ -I. USE OF WATER FR E / F E r � ( NORTH )/ 6 \ t r � r. .— / �— , 2 -r / ., ., . . T \ r LL 1 \ /. r \I COUNTY WATER AUTHORITY'S SYSTEM. � TY r /� 1 1 1 .25 / . 'r' \ ;r / \ PLANS .. , SEE LANDSCAPE P I \ _ / ) \. i r 1 / I'v �, .I i J \ l / —� T REPS \ '� � T/ ,:,:,;�" FOR E XISTING T >` \. \ \ / IRRIGATION \ " I , ;; X \ e r- \ I \ / 'ZONE 3 /1 r I T J 'i MAIN \ \ TO RE I I r� \ m. I A I I / \ I �I \ / \ i' H w 1'- 1 /\ L 3` \' W" I r' �I � t :111,1,11 ,,/ yy �. I \ G \ I \. \ �. - I ,ur. ,. I . \ �.'1 N 1` - � y ZOE / I / .� T r 1. I \ '.1 r �, PLAN I /' i' a. \ u i \.' I \. , 'n' :s C: Q D o /E 7 / \1. \ C E to \ E I /./ '. — I 1 I \ _0 !Q \ :iii/,1 v I / %' — 1 'ire„`, '� ',/ ./,\. i // \ / //„ %err 1 \ RA Y. \' i I -� / ”" \ . / I — \ / b s / . \ \. Y. \ C A / 1PT CLB' - "1 3 i 01 - N 42 � r A 1 J _ 1 r 1• \ �L 1 —t . " «.-....-- `` \ a _'1: s s \ / �C / \. \ \' I I VR /.r r i ry rf �' MAIL '/ /r /' r;;� is \ r / r /' 't 1 '\ KEY r —Town LAN D. �1d P ho . ` 5out Y— i L� 1y C , { /' k p / / _ -r i '< 11 i r,'� 44 / JV S nr t /; W �: S i P' ,.. / Gd. e- � \ a rd `I51" i n Bo r w LMY :\ � drawn I I. 9 1 -< - - 1' y: r' \ 1 s^" _ r f:" e, / / \ / _ I \ _ \ � •I 1' _ I \ / 1 I i' /• /. / P 4 _ 11 „r.., i'1. >. I - �" � I �' .\ \' I' �+ checked b CFD ZONE 3 \' 1 ;,i 1 i /' / I: L_ .f / \' /; l I 1 / \ 1 1• ' i Y I \ / , / .\ //. 1 s%/" �. I i !' % \ \' / '' a „.''%, '+l d u / / :: ,;moi/,: .\. �" �. .,r 'i .�' I I' Wig_;':,. \ F-. 1' /. =/'-t — scale: AS NOTED I / „%. � O _ , A i \.' s J '� ) T t /' — 1 D ,s, R a / 2 V \ ' 2A LS I ��. � / LS _ i E / I \ 0 - I'll 11 �.� 0 40 8 1" I - I I 4'" \ t r '.r H. I - .. .�., ✓;' �' project number: 17106.000 7 \ / . / ,. t �` �� o \ \ / ; ; 1 - ''�" r F / Feet 1 I . I r " a \ 1' \/ C \ \ I / /. N \ 1 r, i,r,:. — \ / is i. . :;:.;,:';, „/ , I ALE 2 >~ I'll SC 1 - ee number I / _ ,: / / °\ / 3 /.:,c„ _ r , O) �" " r ---- — / •r'., ; ,. . - '� ,> -c'.-' � w:aEDUCATION W OF THE STATE OF NEW YORK / \ , .,. ,. ;.•..,.,,,,,, THE LA : /. \ i I R ri', / �✓/� ,i „tel„ti �,,,x,,r,,:,.�c , ..;.� � .k,e;„;;,,4//,////.;�z;,it�''_.,�.�”„//ar//,,.N.v„ru,G�ti.,a, '..,, e✓e�'w,/d..o,ufr //i/,// / ” PROHIBITS ANY PERSON FROM ALTERING ANYTHING t ,:i ,. p p — _ , f. , ,., ' „%.'-; . IN THE DRAWINGS AND/OR THE ACCOMPANYING N : r�,. /� PRIVATE WELL .- ,. ,,.... , ' ,., ..:.:.,,::. ,-, � r. - / — ,. ., '' I N UN SS rfS UND R THE DIRECTION O ,r \ / SPECIFICATIONS,S, / LE E 1 r / r . *� T LINEA A . \ - MA H 1 r. ,;;;'.,;,.. k ... + 1 / ! i. P OF A LICENSED PROFESSIONAL ENGINEER, WHERE OCATION FOR I c0 / . L 1 ” %% '- / 1 i t ,y.:. `^C / — :...,,,.,:, - , H N AR M E THE PROFESSIONAL v , -5' SUC ALTERATIO S E AD / a / \ _ .... .„der .., .. .. ., ., ,,,.,.. LS2-A L 2 S I r o t. I N \ AND LS2 C IRRIGATION ON 0 LY ENGINEER MUST SIGN SEA DATE A DESCRIBE 3 � J / / L 1 ? \ , / /I a,,, I I / , _ T\ 'I THE FULL EXTENT OF THE ALTERATION ON THE . ,; ' f � ."; i,E, .,,.. ,.,..,.,i-r/ ,;/„�.,i, e /ii,,,,i,,..,,,,,, ., .,,,, <,',,%HGu,.:/,iio„/iii%%i.:r"ri,,r„. ,.,, w .w„,..,,,n,.i ,,,i,.iH//,;ie�:,,/r,�N�;%i/,.:,. „Y./+, „/N,i,,.,,,,.,,.c,., „w✓„//,%i,.,ili;,;e:,i„ C � I � \ a � � ... , / /1r11►A � \ ^�\ \..,r,u.r�I /��/�'��y "`�t. .,r,,,;,,,,,,,,,, ;. , . _,m....�,/",,,,.. „ DRAWING AND/OR IN THE SPECIFICATION U / _,_..<<., "<.,i/m /„a,,,,,_,,., o„ori,. ,.i „a„ ;/. (NYS ED. LAW SECTION 7209-2) L 10� '_7 777 7 �7 r IRRIGATION LEGEND y `" r � ZONE 3 (DRIP IRRIGATION \ AT ALL PLANTING BEDS IJ AROUND PARKING AREAS AND AT BUILDINGS ) lf VSEE IRRIGATION PLAN ( SHEET LS2 FOR SQUARE ' 4 / \ FOOT AREAS) / 'o \ 325 Wireless Boulevard, Hauppauge, New York /I •0\ \ \ O / 11788 Phone Phone 631 300 1010 \ \ / owner/developer: CONIFER REALY LLC / I _ 83 E. Main Street,Suite 600, I \ p IRRIGATION PLAN NOTES: Rochester, New York 14604 \ p 1 � 1 SEE LANDSCAPE A,ALS 1 , LS 1 —C & PLANS BRTS Site/Civil Consultant LS 1 , S 1 I �-- LS1 —D FOR PLANTINGS. 0 — 2. SEE DRAINAGE & GRADING PLANS — SHEETS D1 , D1 —A, D1 —B, D1 —C & ' 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE IRRIGATION SYSTEM, L K. MCLEAN ASSOCIATES, P.C. TO WATER ONLY WHEN NECESSARY / \ LONG ISLAND, NY / \ DURING TIMES OF LOW SOIL 437 SOUTH COUNTRY RD., MOISTURE. B l: 631.286.KHAVEN, NEW YORK 11719 Tel: 631.286.8668 \ 2005 FRESHWATER 4. NO MORE THAN 1 000 GALLONS PER WETLANDS BY C.W. DAY SHALL BE USED FOR IRRIGATION. \ BOWMAN, LAND USE ESI„ 5. THE USE OF NATIVE, \ �� AFFIRMED BY NYSDEC LETTER 6/20/2018 DROUGHT—TOLERANT PLANTS AND \ DRIP IRRIGATION IN LANDSCAPING IS VINEYARD VIEW 0� 6. AEQSE SEPARATE WELL(S) SHALL BE USED NORTH ROAD \ \ TOWN OF SOUTHOLD, N.Y. 11939 � \ / — / �� / � FOR ALL IRRIGATION TO REDUCE THE I W \ / USE OF WATER FROM THE SUFFOLK I z \ / / / '� \ \ COUNTY WATER AUTHORITY'S SYSTEM. - / coniferr7� REAL E87ATE DEVELOPMENT,CONSTRUCTIONS MANA'EMENT \ seal All -22.0 PROPERTY LINE (TYP.) \ 100' W�kA� LIMITS OF R�N \ \ \ C 1D BU7ER LIMITS GARDEN / \ \ \ \ ,: STORMWATER \ \ \ \ \ issued date description rn TS p F RETENTION AR \ \ 1 7-19-18 2005 WETLANDS DELINEATION —` ZONE 3 �� ��\ '�' %• \ / \ 2 12-7-18 ADDRESSED 10-2-2018 „ . :. Q ' \ COMMENTS �E 3 `�' �j^ \ 1 \ \ \ \ 3 12-18-18 ADDRESSED 12-17-2018 U yv kr R oR 1I�Q� \ \ \ \ COMMENTS �I ,. F�� M /�/ \ \ 4 1-3-19 ADDRESSED TOWN COMMENTS o ,NTS �iq _\ \ \ \ of .0 DUMPSTER" \��q� o PAD ' °,k,, O TRANS- r ZONE 3 \ \ 00 FORME T A -Noah. \ \ \ issued date description 'r ar' o '10'x'1 p''^`''"� h9AJN =" t TE N 41 NA Z>}{ED . \ c i A O ,%r' U \ , , A o N a N 1z r , C ., L 4 TYPE A .21 rn / A" 0 FIN. FLR. 1 J,a I iP title" EL. �r 100 WETLAND 7 7r /"Hv��iii% ( EAST) I:" BUFFER LIMITS.2 23 5 � 41 _ F LR. \ p�., :,, - (RAIN \ .I L. G IRRIGATION . \ �TbRM- > \ 23.25 _0 s: 4 � {- N --, PLAN ^h 5, 3 S \ \ , 41 PLANB >�r r� 0 0 80 drawn by: LMY t.. F Feet r q/ / „may c, b FD 41 I checked C Y� r i' / I a r I" i I NOTED O , , ALE: 1 —2 scale: AS w SC 0 L_. „ R 2 B LS a LS2 A x RAIN v LIMITS/ TS project number: 71 _ P o'ec1 06.000 � P J ,i, k3. v a M W Vic" `: N o , GARDEN D E P H., c a; AR y � N A RETENTION `,,t 0 OF T E sheet number " „ E - SWALE �, E D , THE EDUCATION LAW OF THE STATE OF NEW YORK O O / JAN 0 4 2019 PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 IN THE DRAWINGS AND/OR THE ACCOMPANYING p SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONMATCHLINE A-A / - --- ">.':"/ OF A LICENSED PROFESSIONAL ENGINEER, WHERE CD A SOutF60 own P In d' '%<%" SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL o ` ,';:,:;...,. %:.;' LS2-13 LS2 o LS2-C , ,, , ., , �,; ___ „ � / T � --'-"??'3+' Planning Board ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE rr. ' / THE FULL EXTENT 0 THE ALTERATION 0 �t / DRAWING AND/OR INFTHE ESPECIFICATION N a �r; i% ' TL1 I / rr S.;S;rrrH,<,,,,,, ,/i,vr .,,,i�aorir/, .;":.,r•".� !J,i';,w' .,.....m (NYS ED. LAW SECTION 7209-2) O✓ y � / , .l I LAWN IRRIGATION LEGENDr"I 1 \ \ L / \ 1 \i r ' .. N. H , 1 PROPOSED FULL CIRCLE / MAT HLIN r , IRRIGATION HEAD ."E .:, .�: \ r \ 9 1 ` . L PROPOSED HALF CIRCLE s IRRIGATION HEAD 1 / fl r. \ PRIVATE W ELL , ` s s s I Z / \ LOCATION (FOR , ! PROPOSED QUARTER TER CIRCLE . 1 r r�: . IRRIGATION ONLY _L .£ IRRIGATION HE AD :g l r r t \ COM / \ - -, PROPOSED ADJUSTABLE. � a�, a ,� _.a .i, ,..a -r—,�, " '.i .w--,-., �; a.T""--- � e s e e �— e V / � I I yr \ — vik — � TON HEAD q ' \ r. L. 29.0 CIRCLE IRRIGATION FIN. FLR. E a L \ l , ' , / / , T 325 Wireless Boulevard, Hauppauge, New York ! I 'y' LIMITS OF RAIN + - i''.._- %.� ,. /i ...».:::rte:. T �'_ Sy ---i 11788 PRO E TY LINE TYP. \ , GARDEN hone 631 300 1010 _ V. t .\ =':>t ..; "° ., SEE IRRIGATION DETAILS ON SEPARATE P -----•-- � � \ � / N;� -. . - STORMWATER e_._ �. r RETENTION AREA I i j \ - �' .., owner/developer: ope 2 \ / 6 CONIFER REALY LLC SHE - E ) O I T own evel r O L , PROPOSED PRIVATE WELL 83 E Main Street Suite 600 TOE OF SWALE ,_' l FORMER — TENT .A � — r' R 1 rr II �/ O IRRIGATION ONLY) Rochester, New York 14604 k IN PAD �. BIO-SWALE- TEF.0 AIN .GARP I' 1x1: (FOR IRRIGAT O /' EN - 9 , , U -1r..r - `., \ ,..✓ f/\ 'A Sit ivil Consultant z £ , TOR .. )! WATER. ', Site/Civil — , i S �M E RM N s: 'STORM' �. F R '� , 1 . N AREA 1 SIZE OF IRRIGATION HEADS O \ SW TYPICAL _ PROPOSED 30 FEET RADIUS i/ 1. / I I \ IRRIGATION HEAD I I N / \ N__1 ZONE 3 I \ .:;_. ,,� I ti,,,■_ ✓_,. LIMITS OF S, P.C. � FEET RADIUS BIO-SWALE � € �€ ^� LIC.McLEAN ASSOCIATES,/ �\ � I H . PROPOSED 10 ��'� -_ \ LONG ISLAND, NY / STORMWATER \ : l �. . _ IRRIGATION HEAD `�_ ' � _. 437 SOUTH COUNTRY RD., RETENTION AREA BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 �2 LIMITS OF 60 GARDEN ZONE 2 oo' w " . BUFFER LIMITS, STORMWATER RETE \ NTION AREA \ ZONE 2 (WEST FRONT LAWN 100' wETLAN� � \ � \ \ „ . VINEYARD VIEW l k y BUFFER LITS \ \ AREA) 3 NORTH ROAD z' \ / 2 TOWN OF SOUTHOLD, N.Y. 11939 IM � {... ZONE 3 (DRIP IRRIGATION <, f 3 AT ALL PLANTING BEDS ;�'` L AROUND PARKING AREAS .— _--•- — ` 1 ZONE 3BUILDINGS) —26.0 ( i o AND AT - / , / t (SEE IRRIGATION PLAN SHEET LS2 FOR SQUARE I 1 °c' FOOT AREAS) ro / 1/ \ BU0' WETLAND LIMITS �- • IRRIGATION PLAN NOTES: con ' V 1 W I \ REAL ESTATE DEVELOPMENT.COXFTltl CTFON k MANA6FMENi � 2005 FRESHWATER 1 . SEE LANDSCAPE PLANS - SHEETS LS1 -B LS1 -C & 4 \ / \ LS1 , LS 1 -A, � seal / {� ��!�'� WETLANDS BY C.W. Lir W2 \ / / / / ' l / / BOWMAN, LAND USE ESI„ LS1 -D FOR PLANTINGS. - �� 4 r�� AFFIRMED BY NYSDEC I / -24,0 2. SEE DRAINAGE & GRADING PLANS �� o, t�i�� LETTER 6/20/2018 / / SHEETS D1 , D1 -A, D1 -B, D1 -C & \ \ \ 3. SOIL MOISTURE SENSORS WILL BE n _a` •7 - Q' I / t / / 1 / `— USED WITH THE IRRIGATION SYSTEM, TO WATER ONLY WHEN NECESSARY i I I DURING TIMES OF LOW SOIL m MOISTURE. ® I I I I 0 1 ' / / / \ \ / / m 4 DAY4. SOHALLRE TBENUSED OFOR IRRIGATIONGALLONS PER issued date description LJJ 5. THE USE OF NATIVE, 1 7-19-18 2005 WETLANDS DELINEATION f STREET TREES, RAIN GARDENS/ 2 10-1-18\ DROUGHT-TOLERANT PLANTS AND &PARKING AREAS �I I I I ' / / \ I z DRIP IRRIGATION IN LANDSCAPING IS 3 12-7-18 ADDRESSED 10-2-2018 / QADRSE0 . 4 12-18-18 ADDRESSED 12-17-2018 = 6. A SEPARATE WELL(S) SHALL BE USED COMMENTS FOR ALL IRRIGATION TO REDUCE THE 5 1-3-19 ADDRESSED TOWN COMMENTS USE OF WATER FROM THE SUFFOLK O / o COUNTY WATER AUTHORITY'S SYSTEM. issued date description 3 Icy I \ \ 0 title \ \ PROPERTY LINE (TYP.) / / (WEST) / IRRIGATION \ Lin) PLAN \ \ 41 PLAN KEY 40 80 drawn by LMY � F �. \ \ \ I ( � eet checked by: CFD \ \ \ \ ' I SCALE: 1" =20F scale: AS NOTED \ \ \ I `� E Q LS2-A LS2-B \ I � � \ \ \ \ \ \ � / � / project number: 17106.000 RECEIVE ECEIVE^ sheet number (� THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING - O ,' JAN 0 4 2019 IN THE DRAWINGS AND/OR THE ACCOMPANYING O / SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N 00 ,/ \ \� \ \ \ \ \ ' ' _ _ OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS2-C(6 LS2 \ \ SOUthO�TOWrI SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL O O / \ \ / \ O / / ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE LS2-C Planning Board THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) d '��2/�r/,. 0/„//r'/',/miraG. 1 � i 1 :�,' .:fir.•:' #_ GARDEN c-T'nDAA\AIATL•R . y., , is >qe,, x, rir/,rAFy AT HLINEA , TOE OF M A WA ,. 41 S LE A i i I , r' Es; / P T y, .IS�r,� f'x ARK /s r , i r '/ "r,,•i"s/,r..i/r':u,., .ii'/,moi,. .... 'r.' .% Q,,:. , �i r i „p ii 's. K i,.,,.. ,.". ;.,,,,,,.. .,.: ,.,., ,„.,...•.'^” ,„ r„ is . l / /c %0/1 I s / € r q„ v / , F ' „ .. eBoulevard, „ BLDG. 7 E D / �1 325 Wireless Hauppauge, New York FLR1 11788 Phone e ” . -a e 631 300 1010 IN . A. . w / ow ner/developer: CONIFER REALY LLC 23.2 IRRIGATION PLAN NOTES: � 83 E.Main Street,Suite 600, s Rochester, New York 14604 1 . SEE LANDSCAPE PLANS – SHEETS { ' ; 'I e D • "s; ,.;:, –A, LS1 –B, LS1 –C &LS1 , LS1 Site/ Civil Consultant D D 100' WETLAND LS1 –D FOR PLANTINGS. BUFFER LIMITS — 2. SEE DRAINAGE & GRADING PLANS yry SHEETS D1 , D1 –A, D1 –B, D1 –C & -° IM 7i, e r y 1 D. • � '- ,; � — 3. SOIL MOISTURE SENSORS WILL BE I' N 3 ZO E BLD , GSTYPEA USED WITH THE IRRIGATION SYSTEM, N �, TO WATER ONLY WHEN NECESSARY _ y �, . / L K. MCLEAN ASSOCIATES, P.C. FIN. FLR. EL. 25.15 _;,, :;�; � ,�' ';;' ,.,�`" DURING TIMES OF LOW SOIL ` LONG ISLAND, NY " MOISTURE. 437 SOUTH COUNTRY RD., t BROOKHAVEN, NEW YORK 11719 4. NO MORE THAN 1 000 GALLONS PER \ / Tel. 631.286.8668 .,... , i. FOR IRRIGATION. " I T N DAY SHALL BE USED N \ s s z s ® TOE OF 5. THE USE OF NATIVE, % yi / ay//,rH� . � SWALE \ DROUGHT TOLERANT PLANTS AND \ \ a n T . T ' RAN S;y,:;` .. :y \ DRIP IRRIGATION IN LANDSCAPING IS \ REQUIRED. "FORMER VINEYARD VIEW \.:./ 'fir,, ",`>" > ^•^^.«...^. "` x- -- 6. A SEPARATE WELL � ,. �� ' ; -•._ (S) SHALL BE USED NORTH ROAD 24 PAD _, ';' ,- L FOR ALL IRRIGATION TO REDUCE THE / — TOWN OF SOUTHOL N.Y. 11939 FENCE. D, \ e ' \ USE OF WATER FROM THE SUFFOLK p , WITH � I ,- ti. �.. COUNTY WATER AUTHORITY'S SYSTEM. AI \. 6 , „. STORM . . GA muEN , 51 �A ARY , SANS, � Ar E ATE R \ 100 WETLAND NT ' : T r l ON } �. . `�. �....,_.../. '�—ri BUFFER LIMITS ARE ,.— ►— , — —. 1' S W$ . . _. 2005 FRESHWATER f / b d/ — -- - �✓ WETLANDS BY C.W. 4 r j 2q - tis BOWMAN,WMAN LAND ESI_ AFFIRMED BY NYSDEC LETTER 6/20/2018 \ O\ . conifer",- \ / REAL ESTATE DEVELOPMENT,CONSTRUCTION A MANAGEMENT LIMITS OF RAIN GARDEN / / / o ZONE 3 1b. I \. . / STORMWATER _24 O ryo / !!` \ \ RETENTION AREA / RAIN GAR ' f �- 1a r \ seal �F. •r 100 WETLANDAT� o TEN 0 y BUFFER LIMITS I \.. . . r► . .N AR136985 E \': ..� / T 00 O 00 c / a �I / \ 0 oil SSy-� B .0 W / / \ ` �. ; / issued date description Q' z / 2005 FRESHWATER \ 1 7-19-18 2005 WETLANDS DELINEATION L WETLANDS BY C.W. ....,�.% .....,. S —I J / � 2 12-7-18 ADDRESSED 10-2-2018 Lt- i BOWMAN, LAND USE ESI„ 0 _ / / AFFIRMED BY NYSDEC \ \ OO 3 12-18-18 ADDRESSED 12-17-2018 LL_1 / / / LETTER 6/20/2018 4 1-3-19 ADDRESSED TOWN COMMENTS LL_ U / (6i \ \ LIMITS OF RAIN\ 0 GARDEN / i \ \ CID / / STORMWATER issued date description \ RETENTION AREA 78.0. 0 .21 \ \ o / title - (SOUTH ) LL. IRRIGATION PLAN 0 PLAN KEY - - / ' — \_ \ \ � ` \ � 0 45 80 \ Feet drawn by: LMY PROPERTY LINE (TYP.) \ -- — SCALE: 1" =20� \ checked by: CFD CL o ���_n ���_p \/ / _ scale: AS NOTED E a /-1 v Y 2� / \ / \ 00 Y0 / _ / \ \ project number: 17106.000 O 7 Q 0 � -� y \ \ _ 1 0) I _ _ \ \ \ \ / / — — — RECEIVED sheet number f / HE EDUCATION LAW OF HE STATE OF NEW YORK I _\ \ \ / PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 6O \ I — / JAN 0 4 2019 IN THE DRAWINGS AND/OR THE ACCOMPANYING /� SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 0 _^ LS2— /1 ►l �" OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS2-D 0 0 `ti+1 (`+: J "J/ S / Southold l own SUCH ALTERATIONS ARE MADE, HE PROFESSIONAL BE C I ' _� g THE FULL EXTENT SIGN,MUST OF HE ALTTERAT OND ON THE / Planning Board p DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) o IRRIGATION PUMP DETAIL NOTES: -24 COILED WIRE 1 . THE WELLS) SHALL INCLUDE A METER ,{a 1-1/4" DIAM. WELL CAP BLACK POLYPIPEELECTRIC TO WELL PUMP RPROOF CONNECTORS (2) TO MONITOR THE USE OF WATER FOR NSF 100 PSI GRADE TO BE SLOPED AWAY FROM WELL IRRIGATION . A REPORT OF THE . REMOTE CONTROL VALVE MODEL DISCHARGEXXXG ACCU-SYNC-ADJ NUMBER OF GALLONS OF WATER WATER TABLE 8.0'f below rade PIPE USED EACH MONTH FOR IRRIGATION PITLESS CLAY / SAND 325 Wireless Boulevard, Hauppauge, New York ADAPTER FINISH GRADE MUST B E SENT AN N U ALLY TO THE 11Phone 631 3001010 4" DIA. PVC WELL CASING PLANNING BOARD . owner/developer: VALVE STANDARD I DAR D VALVE BOX X CONIIFEp REALY LLC n Street Suite 600, Q , 2. THE PUMP FOR THE WELLS) SHALLE. 40' NOT CREATE NOISE THAT MEASURES Rochester, New York 14604 60' MORE THAN 50DB AT THE NEAREST GRAVEL PACK f`` "` °.r A-_Y S C H 80 T.O.E. NIPPLE Site/Civil Consultant MORRIE GRAVEL MAIN LINE PIPE & FITTINGS RESIDENTIAL STRUCTURE. y.. 3" DIA. X 20' 304 STAINLESS STEEL SCREEN 3. THE PUMP F 0 R THE WELL( S) SHALL SUBMERSIBLE PUMP MODEL# NOT CREATE NOISE THAT MEASURES o o l 7GS05R AS MANUFACTURED BY K SUPPORTS (4) GOULD WATER TECHNOLOGY OR APPROVED EQUAL. MORE THAN 5 0 D B AT THE NEAREST L K McLEAN ASSOCIATES, F.C. MINUS WASHED GRAVEL 10' LONG ISLAND, NY RESIDENTIAL STRUCTURE. 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 PROPOSED WELL DETAIL PVC SLIP UNIONS P; . N.T.S. 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..' REAL ESTATE DEVELOPMENT,CONSTRUCTION R MANAGEMENT 1 . 08 TO PROPOSED 10 FROM WATER SERVICE -+I-- IRRIGATION i �� sea SYSTEM 1��� to l - - - - 1 . 38 L, � PROPOSED 1"0 100 PSI NSF ?E,ty i r • 3 PROPOSED 1"0 _ \� ta'• o POLYETHYLENE PIPE T 100 PSI NSFl ,5985 oI PROPOSED DOUBLE CHECK VALVE Q. 45 0. 40 POLYETHYLENE \�,`� SQ���w 0 MODEL #LF007 QT AS PIPE MANUFACTURED BY WATTS OR o APPROVED EQUAL issued date description v 1 12-7-18 ADDRESSED 10-2-2018 COMMENTSrn 2 1319 �' TYPICAL DOUBLE CHECK VALVE DETAIL COMMEND I2-21-2018 N.T.S. 0 0 0 O O r- MP ROTATOR issued date description r- rn v+ - 10" MIN. CLEARANCE L_ FINISH GRADE FOR DOOR OPENING 0 U d L / � B HUNTER PRO—C CONTROLLER C: °' MODEL PROS-04—PRS40—CV a 0 title ILL. IRRIGATION o SCH 80 NIPPLE CONTROL WIRE IN ELECTRICAL DETAILS rn CONDUIT AS PER NEC CODE " PVC STREET ELLS (3) v a 3 LATERAL TEE OR ELL a� v v CL LATERAL PIPE ELECTRICAL SUPPLY CONDUIT. drawn by: CONNECT TO POWER SOURCE. RECEIVED J BOX INSIDE CONTROLLER. checked by: CFD oJAN 0 4 2019 scale: AS NOTED EQ 00 C Planning Board O Southold E1own project number: 17106.000 PRO — C CONTROLLER DETAIL I °' SPRAY HEAD W MP ROTATOR N.T.S. sheet number � CO v THE EDUCATION LAW OF THE STATE OF NEW YORK SPRINKLER PROHIBITS ANY PERSON FROM ALTERING ANYTHING 00 IN THE DRAWINGS AND/OR THE ACCOMPANYING N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS2-E O N.T.S. OF A LICENSED NEER, WHERE SUCH ALTERATIONSOARESMADE, THE IONAL IPROFESSIONAL O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE r DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) LUMP r „ .. NAIRE SCHEDULE UE � . !. /. - /. ; , ,,./� , 4 1 „,•w-.,, .,..,. .r ,s, t " t, phi I / �r ,..,r.",., , ./,;i/.,M ,, ,.!.,,. /,•i,'r ; %//„ 33 ,yam : ' ,r. :,re,,, / J' "7 ai'r':n°H ,,,< .":l;r." 18 PROGRESS d. t. /„ , ..q, „ ,., ;r :'. ` ted „yin,. :_ :> „ /,. LABEL/TYPE SYMBOL QTY ARRANGEMENT DESCRIPTION '�uGHTING" \ :""�' �� „ � � � ...,._,_6� /,' � Projed, Project•,., Fixture Type Quantliy FixWre Type' QIWnIK,': `. �� Yv'hi�, .'.I..: � , .. A ( 34 DECORATIVE ANP LIGHTING, MODEL# LA781-1-P029LDF-D-T3-27K-PC-PA56611-CM (14' HEIGHT MAX.) GME+Dmer. g cDEt mer. �13 © WALL MOUNTED P DATE: TYPE L§ ' ,' ®,;,,,la,u,;a B 61 RGRESS LIGHTING, MODEL #P5722-81 W/ 9 WATT 2700K LED BULB - ,5 LED PERFo"m 6i 'A.- ' 151!2" MalarlalF4. Frnlan: ' `f -; : .A, L'' NAME' ,�' '`' f All yanv a'e daraNd 358 cent aluminum Apolresbr pawcer coar h:qn Uuailf/ I " yA(fD()j, " "" L 1F'}'{M % ,. r , •f I,nrl,relrgnlaun,ln„m (:rase Is elrrro-smb,�ny aernea aha P A R ( ,?'!`''. 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COLOR TEMPERATURE SHALL BE NO MORE THAN 2700K FOR ALL LIGHTING FIXTURES ; i% pp R p "f y// wt�' Marine gmda Anise mvwee super nr 16vt 1.W all, I,- 12s /.',w1 "-,"`>- 2211LIN..sal vDltage 720.277,s ztantlaN salt humd t,ala 0�'1114•°on Th 8 3'�M( mon . �t25 y 35OOx r,m 30. oto 0-tOV C:mming is alandard fcr LED ma6ny wrths,andE up 3eoo hovels taw N,gpM.......OeUO ..3� f2E Incandescent '-' ff # 'sor con my«.s sen seedy,,x>moa wmn IOnac 2000 ,sw ,za `I _plad«rrs antl P'oV IdIAG antl FLV -year wartantI nd:aavadablemSITE LIGHTING LUMEN TABLE �,, _i 5Wp 2FN ,,, $o M Oa UJ s0`N 12C I 1 deeming p'utOcols are s[erward f«LED e,iner a textured or gloss.udaw PARKING LOT UNIFORMITY RATIOS ��: « .,,. medDle,124wn.D,tl..anl„ :- « : 3�n fiw an F raM aED .a 05722-81 MDdrd<atlpna. „. .sw LUMENS5D % -. FIXTURE FIXTURE gme.n arom ntr rand add 0.pK PER TOTAL LABEL AVG. MAX. MIN. MAX./MIN.AVG./MIN. Brookside ,,cl,,,,ex ,l aF�grmmlro d .."uhasrf" 000 25yr 2a aSroK aD,a ,Rw a5 )Mpj D - T5W ,25 IODOK Rt+ _ IM ' t0y I , TYPE COUNT LUMENS Ew!deal: s atQ °0p o06K _ ad ns W 1. ''L % ,„„ Aperox:maldr 12'Of pull was extend. I ! s.r }? 11 +,n FIXTURE Get inspired with vintage undertones reminiscent Of early 20th century mm wmr,a,m Adrbnopai pull wre rem 3DWK "' ya g 4Wn art Inn 1111. . . '"v,�,. tots "? j�2i'.i :•. PARKING LOT 1 0.8 FC 2.9 FC 0.2 FC 14.5:1 4.0:1 train depots.This indoor-outdoor lantern is solid brass construction with D ,nd Dn,t n•ovnl arms am wml pp mOUnlc •Ik 4001 43W ins - � f:_?.$+"N,; . ",,,, an;; ,a ,'f ,^. 35WK IOW 13W an Antique Nickel finish. Width:10" LA781 wdlym: 2801b, - - a : � £ 1 ' LIGHT 5 888 4,440 (., ,{ Height:l0-3/4" '• .,,,1:;'' BOLLARD PARKING LOT 2 0.9 FC 2.4 FC 0.4 FC 6.0:1 2.3:1 EPA: 0.8 LA,B,,•,, )-PQ46 p4 ,:,,. • Inspired by vintage light fixtures farad in early 20th century train stations. Depth:11.9/16" LED - In -.A -,T3.•-,40K,•,pC,-,PASS51,•72. � :R. ;;� ' DECORATIVE 34 . 2700 91,800 60G:•boo T,De6elow I Solid brass construction with an Anti ue Nickle finish. r- i k LANTERN 61 fioo 48,aoo PARKING LOT 3 0.8 FC 2.8 FC 0.2 FC 14.0:1 4.0:1 DDuble arm attachment for stdDlll q H/CTR:6-112" wwa^a $xrx, Pawr4' bxxya}E•rrea r 11-9 @M.., Cr;- _.- M, `o Finan '0 'i., /,r:'r%///,iG4rrr/r,/%//a/!`%/Yi� no!I,rPlex iroi serey •_w'si/11Cai/�/a„7•r,�v . ,_ MOA71LE b'#'ECfFlCAT10N ., ,•"'r'«w.o.«!wtt-r:.rn,«v>>,��.v "�' b PARKING LOT 4 0.8 FC 3.0 FC 0.2 FC 17.5:1 Category:Outdoor 1 2 3 i 6 7 "' ,,, ,' TOTAL LUMENS: < 5 ,,.. ,." 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ANPlighting.com ANP reserves the n9f•t to change mated.!or des,gn,without Pnor notice.In a consnuing e8art to upgrade its products A 1-8 litre ,cora �., � I E.,t. 1 i' I +o.o +o.o +0.0 +o.o +o.a a.o +o.o +o.o O r1 Lzo.dxd +0. o.o I +�.0 1+qb I"�o.Di I+oo I+oo +oo'•' +o +o. BLDG.1(TYPE C) O_ g 9 LONG ISLAND, NY it +O.O +o.o +o o +D.o +0.0 +0 +o.D +0.0 *` \1, o.o +o d 40 I -A� I+b.D l•";�oP +b,':+D.o''..+o,o I+o.o FIN.FLR.EL.=23.25' a„ 4 SOU TH COUNTRY RD. .,,m 1 ,i „r.' t f. /. -`.%' .,. \ .1 + 0 4. ..,.%,,,,111,1,..' /r t .. + 0.0 }. 0.0 � +00 00 ,,%r, .',,'%/ ,.e,'s / 6/.' 'G`->"�8%'% 'vii, /, +0., / / -moi c. :'%i.'.. 7R +O.t ,fin✓r, /- I "tix,a/ 'moi-3 ,i : ,.,.,'i / ,.;✓,i .,.. -, ars„%%,' ^, " 0.01 +0.0 A ... :'... P �. ,. -^,7.�". /'r ,.s;�*,',%.'.q ,//• t £rot m B/ `'t �,.- o.D vob to i /' ROOKHA //, ,,./ /.. VEN N to. +o / ,, /,. 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NO ILLUMINATION WILL caaDmI +o.o +o.o a.� +a o2+aB +t.B +z.e 2 1. +. +a5 +0.2 +oo \ EXIST I EiWEEN / / BLeaa:"h,rerE " < tDtERoRMANC " +o.o J ei pro 'EXTENT EN pea,•�•1' ^Inl•A' t YiOn1 B 7DWER '+00 +. 0.0 +0.0 +0.0 +o0 }00 +0.7 + +0. +1.4 +1. .2 +0.7 O6 +0.9 +7.6 +1.9 +1.3 +'1.8 +,.8 1. .e +.3 +0.0 +00 1 • ° da.anabYanbn sbony:h ell •Iwme d p,oninys lbm�sa-ii-rP.-o rn:yapyiiwlzM W's t �\� + +oa +o.a +.a +0.7 +,.2 +,., +1.0 +1.D +t.D +o. +o.a +0.1 +oo +o.o PHOTOMETRIC ANALYSIS 1- 42„ L...:o a tee,:al,.•ahl.. �^e'°lyrl_•_' ,Mallin<,lh � �" 2�Dr I a1 L E +D0 +D +0.0 +0.0 +D.a +0.0 +0.1 +g.z +0.4 +0.7 +o.e o.a AND PROPERTY LINE Ali _ w"", a'�"° ° may° �9 w P ' Una: prolrealm.e Nvr••lep rJeanuny a„J $ < A" jj "' wlm of po ypanpaab!Weil palm ,fOCOssl,mdnmam _ srac« ''nm," aro' - Et0.0 .0 +16 +0. +0.0 +0,0 +00 +0.1 ,40.2 0.3 +0.4 +0.4 +03 +03 +0.2 +0.3 +a5 +0.8 +0.7 +05 +0.5 + 0.4 02 +a0 +0.0 (TYPICAL) � \ '°°°h M» ' D `°°"" m� `7,1 YOOe"° a,°-I c"I z14 maw.°��°� ��" -1 '-° VINEYARD VIEW i 10.0 t0.0 +0.0 +00 .1- 101 1011 10.2 t0.2 +0.2 +02 102 +02 1013 +OA +03 +0.3 102 1012 +0. +0.1 +00 10.0 sot rd°:r><far ndM Wd3re'xfra bam:aa&a^a tie Dro,eclan Tne gyp- ice,. ��, a'w s,o L. tDD +Db .1 3'9d,a u,Mwmsnerns ba M1ot .,.,..Ill w eaA.up to 3C00 fwun 1o0O p Rn ' ® aL dippeO Belranlzed alae! 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"+oa 2"+yr a.z \ +not -='+1 a-'+ - - - - z +A.i'{'+o:i': 410. +,,7 +s +t.7 +t., +o.e +,e + +10 +0.3 +0.5 +t.a 3 *� 7 2325 +o.o +a.o +o.o +o.o +o.o /III -iii ""i 3 7-19-18 2005 WETLANDS DELINEATION 0 .0 100 10.0 }00 +0.0 10.0 0.8 .1 ""tp:b : 0., i Z - \\ I 1t 10.0 {��0.0 +0.0 +00 +no +0.0 +00 +0.0 02 0.0 +0.0 /¢Of �ta.0 ""';F0.0�`':-FO.d-f„ +0.1 +0.1 10.1 102 +0 0 07� 10.8 +0.4 +0.1 -'*,0,1 �+0.1, +021". +1.1 +29 +1.2 +OA +0.2 +0.7 tt. .1 1010 .0 10.0 +0.0 +0.0 ,\ 1 ` 4 12-7-18 ADDRESSED 10-2-2018 TOWN q{yyq�� +00 +o.a +o.o +0.0 +o.o O ; a.0•``i!0.0 t0.0 +O.o 10.0 +0.0 1010 10.0 0.0 +00 ✓Or0'.'.+0.0 +OA'.�"�0 +00 +0.0 +0.0 +0.0 } 0.i 10.1 +0.1 +0.1 +0.1 + . +01 +00 t0. ��q.d" ''.. . +1.8 0.3 4.5 + +08 +a.2 10.3 +1.0 1.1 .3 O +a.br VV+(�o +o.o +o.D +o.D +g.0 +o.o +o.o +g0 +o.o +'o.o, �� " Co +o.o +o.o +o.o a.0 +og +ot +o.o +o.o +o.o +o.o +a.t +o.o t0. 1'+O.q"tqi'" +0.4 +1.e - o.,` +oB +D3 +o.z +g.e +,. s +o.g o +o.o +o.o +o.o COMMENTS cD O\ 0.0 +00 +0.0 t0.o 10.0 +0.0 +00 }00 t0. 399�'J .0 +0.0 +00 t00 t0.0 +0.0 +0.0 +0.0 t0,0 t0.0 +0.0 10.0 +0.0 +0.0 +0. 10.0 +\'�+0.0 r0. +03 +1. +. 10.4 10.2 +0.3 11.2 2. +00 10.0 10.0 t0.0 +0.0 / \ PROPOSED 2 PIECE DECORATIVE WRAP AROUND O \'.' I 'I: +0.5 +03 +0.2 +06 +2. 3., + ( .O.D a +00 +0.0 +0.0 _ a \J` I BASE Hl'MIP LIGMING, 5 12-13-18 ADDRESSED TOWN COMMENTS r Qom-, ti +o l3�FQo +0.0 +OG +0.0 +D.D +o.o +Do +ob +o.o +o +00 +o.o +0-0 0 +0.0 +O.O +0.0 +0.0 +0.0 +D0 +00 +00 +00 +o.o +o.o +Do +00 +O.o + \\a-ao'1. +0.1 +02 BLDG. \- 17 /I / INC I'lI ! o a +D o +o.o +D.o +o.o +o.o +o o +a.o +o.o +o.o +0 0 +o o +o D +'A, +o.o + +o.o +OD +o.o +o.o +O.O +0.0 +0.0 +0.0 +Oo +o.D 0.0 + o�;t0 +o., +o FIN.FLR.EL.=25.15' +. +o.s +D.z +D 3 +t.2 +a 0 +o.o +O.o +D.o +a.o T `ti \' +0.9 +o.s +o.z +os +z a ,.s +o.s +o.y- +o.t +0.1 +o. +oo +o.o +D.D +o.o \ 6 12-14-18 UPDATED WALL MOUNTED FIXTURE +oil �; +g.0 +aD +D.0 +o.o +g.o +g.o +go +gg +o.o o.a +o.o +o.o +o.o +o,o�vz+O. +. +, +0.0 +Do +oto +0.0 +0.0 +0.0 +0.0 +0.0 +o.D +OD d`\�".a +o., O'+, NO ILLUMINATION WILL �♦ � + +1.0 +0.3 +0.3 +1.1 2 +7.6 +0.3 l';6 +02 +01 0.1 +DO +0.0 +00 u) I +.o o.o +o.o +o.o +o.o +o.o +oo +oo +o.o D +o.o +D.o +o.o +o.D +o.oQ+o.o +o.o +o.o +o.o +oo +oo +o.o +o.o +oo +oo +oto +o.o +oo +oo +. bv�'' 0.1 +os EXIST IN BETWEEN 1 4 . ..`` +2A +0.7 +0.2 +05 +I. +1.B +o.0 +0.5 +0.5 +0.3 +D.t +O.D +D.O +00 +D.D issued date description tom\ 38 +o o +00 0 +o.o +o.o +o.o +g.o o +og +go +oo +oo +0.0 400 +oo +oo +0.0 +0.0 +0.0 +o,0 +D0 +o.a +o.o +o.o +o.o +00 +oto +o +oto +o.t EXTENT OF / " \\ +0.1 +0.0 +04 +o.z +1.7 +,.a +D.3 +a.z +o.e 7. +.0 +0.9 +1.1 +0.6 +0.2 +D. +D0 +O.D +Do +0o PHOTOMETRIC ANALYSIS ' 3 ; +0.0 +0.0 AO 100 +0.0 +0.0 +0. 0.0 +0.0 +00 1010 +0.0 t0.0 F0.0 +DO 1010 }0.0 1010 1010 1010 100 +0.0 +0.0 +0.0 +On +0o +. d`P'q' BELOW R B'DIA X 12e HEIGHT 7 12-18-18 ADDRESSED 12-17-2018 TOWN AND PROPERTY LINE % za MIN-24e PLASTIC SPLICE BOX INSTALLED 4' 1\ 1; t 0 +0 D.0 +0.0 +00 10.0 10.0 +0.0 t0.0 10.0 +0.0 10.0 +0.0 t0.0 t0.0 +0.0 +0.0 +0.0 10.0 t0.0 t0.0 t0.0 10.0 +0.0 10.0 +Do + 0 +0.4 1218 +0.8 +020 t0.d +0 .3 W. +0.3 +0.1 + 0 +00 +0.0 10.0 10.0 / ,`I'/ I BELOW GRADE ONE PER POLE __ _ ��F_t_6�J I�If (TYPICAL) Y� COMMENTS L- +0.0 10.0 +0.0 t00 +0.0 .0 .D�',+A:O+. '+0;0 +0:11"'1 1.5 26 +0.3 +02 +0.6 + 1118 +2.9+2.PJ +0.3 +0.0 +00 100 +0.0 +00 +0.0 ' O I 0.0 O.O ' +0 0 +D.O +D.O +0.0 +o.o +O.o +0.0 +0:0 +0 0 +D.o +0.0 +a 0 +o.o +o.o +o.o +o.o +o o I �L' 100 +0.0 +0.0 +0.0 +0.0 +00 +00 CF0.0"'.t0.d":, +a0- :1+;03: +1. t.8❑ +0. 0.2 +0.6 1.3 +2.6 +5we'1.6 1115 +0.4 +0.1 +0.0 +00 +DD +0.0 +0.0 +0.0 PROPOSED 0A AWG CABLE �--r +:T d: D 1010 +0.0 +0a +DO 100 1010 +0.0 +0.0 +00 +00 +0.0 1010 1010 10.0 +0.11 100 6 �\ �� IN CONDUIT v € I F-. +0.0 ta.0 10.0 10.0 +0D t0.0 t0.0 +0.0 10.0 +0.0 }0.0 +0.0 1010 +0.0 10.0 +« 4-tfi�+1.0 r,, 00 +0.0 +0.0 +0. +0.0 +0.0 +0.0 1010 100 `� \ \ BUSSMAN 10A Kf1C FUSES AND#8 i +0.0 +0.0 +0.0 }0.0 10.0 t0. + Ot, f}0,0 c•.10.0 -+A1 +`Oti tt. 110 03 syr \ \ ff h 3 +0.7 11.4 11.2 t0.3 10.0 +0.0 +0.0 0 10.0 +0.0 +00 }0.0 }00 \ AWG CABLE L 11 ! �_ .0 +0.0 10.0 +0.0 +0,0 +0.0 +0.0 +0.0 +0.a +00 +0.0 +00 +0.0 +0.0 1010 +D.O 1010 +0.0 +0.0 + .y�,0 -.+�a,a`':;+0,0 .+d:1 ,\Fos 0 ( (, :1.. I Awc.CABLE INTO POLE _11.1 6 C ¢I +oo +o.o +o.o +o.o +o.o o ",).+o,o. +Dp_-�bv-ear. +o.a +o.a +02 +o., +o.t +o.z +os +04 +oz +o.t +o.o +o.D +o.o o.o +a.g +o.o +o.o +00 +o.o O � do +00 +OA +0.0 +0.0 +oo +00 +0.0 +0.0 +0.0 +0.0 +0.0 +00 ''l \ ( +D.o +o.o +o.a t0.0 +D. D, +'b +a + +a., +D., +D., +D.D +DD +aD +a.D +D.D +a.a +a.a +aD +DD +a0 +D.D �� FIXTURE A" DECORATIVE POLE DETAIL 0 t� Q o Y1 0 +0.0 +0,0 +0.0 +D 0 +0.0 +0.0 +0.0 +0.0 +0 0 �/ \ //� � +D o +o.o +D.o +D.o +o.o o +o.D +o.o +0.1 +0.1 +D z +a.1 +o o +o.o +o.o +. +o.o +o.o +0.0 +D.o +o.o +o. +o.o +D.o +a.a +o.D +o.o +o.o ' \ A o +o.a +D.o +D.o +o.o +o o -/ ,� \> N.T.S. F �'� +o o +o o +o.o +o.o +D.o. +o o +o o +D.D +o.o +o.a +o.D +o.o +0 0 +o o +0 0 +D.o +o.o +. +o.o +0.0 +O.o + .- aok +o.o +o.o +o.o +o o +D.o +0 0 0) ;,y: k /11 +g.o +o.o +o.o +o.a +o.D +a 0 +D o +o o +o.o +o.g +o.o +o.o +0.0 +0.0 +o o +o.a +0.0 +0.0 0.0 +O D +.e,"".+D g..,'"+d�, o +o.o +D.o +0 0 +o.o +o o +D o -///- op i k )1 +(I +0.o +o.o +0.0 +D.o +0.D +0.0 +0.0 +D.o +0.o +0.0 +o.o +oo +D.D +o.o +o.o +oo +D.o o +o.o '/+o.o."."+o.a °:.+�o,, o +o.o +o.o +o.o +o.o +gg +oo / 1. `:. . C 1 op +o o +o.o +o.o +o.o +o.D +o.o +o o +a o +o.o +o.a +o.o +o.o +o o +o o +a.o +o.o +a.o +o.D + \to b. +0.0 1..1 10 0 ' +00 +o.o +o.o +o.a +00 +00 i {, +D.o +o 0 +0.0 +OG +O.O +D.a +o o +o o +D o +O.O +0.0 +0.0 +0.0 +oo +0 g +0 0 +o o +o.o +o.o +. +. \+D.o'.`.'. . stn o a +o.a +o.o +o.o +o o +o o (n i I '' +o o +o D +o.o +o.a +o.o +o.o +D.D +o o +0.0 +o.o +o.o +0.0 +D.O +o o +o.o +o.o +o.o +o.o +D.a +o.o +o. \4n.o +o:o .4a'o ' _ +o.o +g.o +o.a +g.o +00 41 ,\fY 0 U `I +O.a +Do +O.O +o.o +0.0 +0.0 +OLO +Oo +Oo +0.0 +a.o +O+n +00 +00 +D.O +00 +0,0 +O.o +so +00 +0.0 oto':"+. dao'; .: +o.o +g.D +o.o +Do +o.o �. /1) L211 L \/ ./7 ' I +00 +00 +0.0 +0.0 +O.O .0 +�:0.,. +O.o-: +D:O +o.o +0.0 +O.O +0.0 +0 0 I � \\ \ 1 0) 11 . / ®� i +O.o +0.0 +0.0 +0.0 +o.D 00+,11 a +Da +o.o +o.o +o.o title fi /\ �(1 +0.0 +oto +a,0 +0.0 +D,O o +o.o +0.0 +0.0 +0.0 1 �, +0.0 +a.o +oto +a.o +D.D +.0 O +00 +0.0 +oto +0.0 �, 3 `, 0 : ,�_ +DO +a.0 +00 +0.0 +DO +DD +0.0 +DA +DD +DD LIGHTING PLAN & 2005 FRESHWATER NO ILLUMINATION WILL �nj?'a n:9-lad" ,,( EXIST IN BETWEEN +OG +o.o +0.0 +O.D +0.0 +0.o +D.O +noZ /7 ",J V' \\ WETLANDS BY C.W. EXTENT OF +0.0 +0.0 +00 +0.0 +a.D +0.0 +Do II/ ,1-11 ro. '" 4i I" % BOWMAN, LAND USE ESI„ PHOTOMETRIC ANALYSIS _���_ +Do +D0 +o.D +0.0 +OG +0.a +00 '1 i' U) „�. •z J II AND PROPERTY LINE +0.0 +0D +0.0 +0.g +0.a +OO DETAILS v AFFIRMED BY NYSDEC (TYPICAL) +a.a +0.o +D, +o.o +o.o opop/ C: LETTER 6/20/2018 , 41 a) \ 3 , +o o +D.a / +o.o \ a '� \ °sem, ,/-� �� "�-` ' i ..O 1(3 LIGHT SHIELD drawn by: _ ,Ill ,t RECEIVED I -�__ 0 I .% O - \ o , Cl -�--`_ e checked by: CFD ` . (� 8 ROUND LED BOLLARD LIGHT MODEL E a %% _''-'`�-`-.,�__ / % 1 o #BL6021-CL-MO24LD-D-T5W-27K-H! SAN 0 4 2019 scale: AS NOTED a ' \.� zz 18/00" �``�1�-_ \ \ Sout of Town project number: 17106.000 � � "`'�__ FINISHED GRADE Planning Board CD 56 4 S --�__�_ //_ a sheet number 1111111111111111111111, 0 0 �`�s8s�, SITE PLAN - ; N ` I.ie `_�"�. �� A I`aA THE EDUCATION LAW OF THE STATE OF NEW YORK O r� 12 F / • PROHIBITS ANY PERSON FROM ALTERING ANYTHING �: o -) \ ^, SCALE: 1 =50 1� IN THE DRAWINGS AND/OR THE ACCOMPANYING II SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION O �` 0 50 100 �' ., OF A LICENSED PROFESSIONAL ENGINEER, WHERE J Lj Feet \/ TYPICAL L I G H T B O L LA R D DETAIL SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LT 1 0 1 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE � THE FULL EXTENT OF THE ALTERATION ON THE N.T.S. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) RIGHT TURN ARROW CONSTRUCT FULL DEPTH ASPHALT ENTRANCE MEET EXISTING ASPHALT ,,,~ �� 96 LF CONCRETE CURB TYPE A (ROADWAY PAVEMENT SECTION STOP SIGN TIP—UP CURB ' °:.��" ,. h. ., ` " .. RIGHT TURN ARROW SEE SURFACE SCHEDULE) ( ) k.,_ , _11, 47 LF PROPOSED b,. T' _I 24" STOP ASPHALT TIP—UP CURB .' '''-','' w'` '` I ;'," ;." MEET EXISTING CURB LIPA15 BAR LIPA16 SIGN TEXT DATA TABLE ", `'' 1 SAWCUT E ISTING ASPHALT CONCRETE P EMENT 43 LF CONCRETE ' zA '"11:�] 11� " ,�I °;' L. A SEH, ,�H UL DER w 0 SIZE OF SIGN COLOR OF TYPE OF ¢ CURB TYPE A SIGN DESIGNATION DESCRIPTION TEXT (L X H) MUTCD N0. BKGRND. LEGEND MOUNTING -r W -.-_ w w w w w w w w Ex � `' , 1. r4,•.,_. .,. G.M. ,aL+� ,. rir .. � :,� 4l. NORTH ROAD C.R. 4$ S1 STOP SIGNOl! 30"x30" R1-1 RED WHITE S.P. TAND «,_»....e.. .«_. _____,.,...,..,»..»....... <..,,...—,»_»,.,......,s,,,,,...«..»..,,.. ,».,,..„...,,_... ___ ,..,..._ __ __, ,_.„„.,,„.. — ._.a............. __ __, — —,»_.,_.. ,, ..,.....W,, --� ...,,.,....�,-_ ...„.. ,r,._... ., rri.nr-. w. ....., .. ,,.. = � t .�. _F ,,I.E ,. ,.., ..w: p: ..,,,,, m. _,_.......... .... ...... ........ 325 Wireless Boulevard, Hauppauge, New York • 11788 EX, Phone 631 300 1 01 0 G DGE IJFAv E - S2 PEDESTRIAN CROSSING SIGN G G ARROW O CROSSWALK ONLY 30 x30 W11-2 YELLOW BLACK ;; " Y G.M. ,, : -.,_,._ �,.W._.. � ,' %'.:' s S.P. owner/developer: r /,, . M " 7 . 24 x12 W16-7P YELLOW BLACK CONIFER REALY LLC 0 . -%� 'll 83 E.Main Street,Suite 600, I'llRochester, . >%: „ -. New York 14604 . p ': . ' I ,.,..C'/,/'s;�.,, ;,%",,:,t;i.,j>, ;i s;:%;:,.' -`:":�i%Ji,:"'a..:,% ., — M---- . . . S3 ACCESSIBLE LE PARKING SIGN (SEE DETAIL ON THIS SHEET) . N 6 1 2 3 _ 11 . 0 ", R-30 . . . y CA Site/Civil Consultant ', N 58 46 3C •PROPOSED 'BUS . AH `.` . . ,, . . R. o . . NO . SHELTER °" ;, ;: ' >-/ ..� . . ' . . ' . : ,, �,,, '. ;.° NO PARKING N M PARKING ,, S4 P A Y TIME E ANY 12"x18" R7-1 D WHITE RED S.P. 11 . z . I ) , . . . . . . . . . // y �.'% ; °<% TIME . t+U; ': . ;'°° % �. ' ,,, ,., . . y "' / — L K. McLEAN ASSOCIATES P.C. �,' " ; fr ;,i° lif, 50->..'°;t ,. Q� LONG ISLAND, NY �, . ,>f ,• ►. .:_.-'A�;,�,:',_'/;;:`+c�" ; F 12" I SIGNAGE FOR ACCESSIBLE PARKING ` GREEN BORDER (3/8'7 AND LETTERING (2" HEIGHT) R' PROPOSED LANDING ASPH. PAVEMENT PROPOSED 2"0 SCH. 40 POST I PARKING REVEAL WHITE BACKGROUND AND WITH 6"4 SONOTUBE, ENCASED 3/8" MARGIN DROP CURB I--6.O�l ,.5, CONC CURB WITH HYDRAULIC CEMENT (TYP.) PROPOSED LAWN AREA BLUE INTERNATIONAL CONC. V WHEEL �' 0=-I---4.0' (TYP.) ' SYMBOL OF ACCESSIBILITY STOP (TYP.) " A► W 1 4'1:4 Ir 4" P• SIGN HEIGHT SHALL BE SET BLUE ` ;- TO MAKE IT CLEARLY VISIBLE PAVEMENT f ff If �2 5 0 -01$ " (TYP.) — — TO ALL PEOPLE WITHIN THE MARKINGS C ?,.• {• ; ;y,::"'F>,: 21) 0 s• ,. (TYP DRIVER'S SEAT OF ANY ¢> ) VEHICLE 325 Wireless Boulevard, Hauppauge, New York 11788 >. F 12" 3/8" GREEN BORDER Phone 631 300 1010 1 1/2" GREEN LETTERING 6" ACCESIBL WHITE BACKGROUND AND owner/developer: 3/8" MARGIN CONIFER REALY LLC % " 83 E. Main Street,Suite 600, ;c i IrF;ICj Rochester, New York 14604 5'-�fl ON 12 (MAX.) SIGNAGE FOR ACCESSIBLE PARKING Site/ Civil Site Civil Consultant i N.T.S. DROP F�,r��c,l ; TYPICAL ACCESSIBLE PARKING DETAIL CURB '. ;;; i nf,li 1t1C. _l';C.,^. r,�,''CP.1 fdT N.T.S. 2'x3' TACTILE DETECTABLE GENERAL NOTE: WARNING SURFACE FOR THE THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM VISUALLY IMPAIRED (SAFE–STEP NECESSARY TO COMPLY WITH THE ADA AND DOT STANDARDS ANY DEVIATION LESS 0" REVEAL OR APPROVED EQUAL TILES) THESE�NDARDS MINIMUM BE�DOCuuWITH THE STANDTHE ARDS BONG M� ;� "`' THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT 4B Off s" - ,2 L K MCLEAN ASSOCIATES, P.C. <? "1� w `" °- - •M- 1: 2 1: 2 LONG ISLAND, NY LANDING LANDING LANDING s, t I i J 1i I f i oo 437 SOUTH COUNTRY RD., 00000aoo ;t �i D o 0 o YORK 11719 BTe100631A286.86 8 DETECTABLE WARNING SURFACE PROPOSED 2"0 SCH. 40 RAIL (TYP.) FLUSH, SMOOTH AS PER NYSDOT STANDARDS PROPOSED LAWN AREA 0 10 20 NOTES TRANSITION MID-BLOCK CROSSING CURB RAMP PROPOSED ADA HANDICAP 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF TYPICAL DIMENSIONING ACCESSIBLE CROSS WALK SIDEWALK RAMPS. 6" N.T.S. 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO VINEYARD VIEW (TYP.) PLAN VIEW SCALE: I" =5E PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP N.T.S. ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE NORTH ROAD CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER PRIOR TO INSTALLATION. TOWN OF SOUTHOLD, N.Y. 11939 SIDEWALK CURB RAMP DETAIL (CONCRETE) 5 -0" If N.T.S. 1,2 CONC. RAMP CONC. ADA RAMP LANDING CONC. PAVT. " 3'—9 O.C. 7'—0 O.C. 7 —0 O.C. 7'—0 O.C. ,HE 0 ire 2"0 SCH. 40 RAIL (NP) PROPOSED GRADE 12" REAL ESTATE DEVELOPMENT, CONSTRUCTION t MANAGEMENT (SEE GRADING PLAN) _ 4" (TYP.) MEET PROPOSED 36" CONCRETE PAVEMENT /�-- seal U \ /� .�K�)\`,D G.D;0/, 7 1 ONS( ) YF,}y, 1 c1 EXPANSION tit� l� Q' JOINT (TYP.) EXPANSION 3 8" POST EMBEDMENT TYP. HAUNCH 6' CONCRETE IN 6"0 SONOTUBE, ENCASED (BEYOND) (TYP.) JOINT WITH HYDRAULIC CEMENT Oil, � 56118aU56118aSJ ti •,, C SECTION A-A � � ���� i=FJ�/ v N.T.S. �:- issued date description .4- 1 12-7-18 ADDRESSED TOWN COMMENTS a I_ 61-4$t 2"0 SCH. 40 RAIL (TYP) 0 5'-0" of PROP LAWN AREA PROP. LAWN AREA 0 0 2"0 SCH. 40 POST O (TYP) 3 f issued date description 36" 8" POST EMBEDMENT (TYP.) � 3P$ f IN 6"0 SONOTUBE, ENCASED 12" 4' WITH HYDRAULIC CEMENT if -� 2 •3 � a 1 3)$± 6" 6" FINISHED PROPOSED LAWN v FACE AREA 4-1 6" CONCRETE 0 (TYP.) rn ILL °_ SECTION B-B HAUNCH DETAIL N.T.S. N.T.S. •� NOTES: D) 0 1. CONCRETE 4000 PSI AT 28 DAYS. Ile rn ADA RAMP DETAILS TRAFFIC & N.T.S. SIGNAGE PLAN Cn 41 3 41 4 0 a drawn by: BRC L E E I V E checked by: CFD 0 JAN 0 4 2019 scale: AS NOTED E a project number: 17106.000 rn Southold Town a Planning Board a� ;v sheet number THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O IN THE DRAWINGS AND/OR THE ACCOMPANYING N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIONOF A LICENSED PR , WHERE T/1 d 0IONA 0 SUCH ALTERATIONS DARE SMA EL THE ENGINEERPROFESSIONAL ,�J O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE t\ THE FULL EXTENT OF THE ALTERATION ON THE -�j DRAWING ED.AND/OR IN H 7509E SPECIFICATION (YS LAW SECTION 2 d hs- LEGEND: PROPERTY LINE a. 1 z PROJECT . PROPOSED CONCRETE CURB Til LOCATION � ti CP 100 I 4 PROPOSED SANITARY FORCE CB 101 20•BLACK71 y. C,ren)`art PROPOSED TREE LINE MAIN SEE SANITARY SHEETS 23 34' PROPOSED ( ) --_.20 SIGNf ,' N. ,•. 427 W,rin�r PROPOSED DRAINAGE LEACHING POOL �. ,•_ He htU PROPOSED UNDERGROUND — island • ,�Fa ., a -- `� PROPOSED CATCH BASIN TELEPHONE (VERIZON) ',` -----5..21'233p y' " PROPOSED DRAINAGE PIPE00/ nx 'D} 103 :O; '_ X't, >+s•t" PROPOSED LIGHT POLE _ _ - 325 Wireless Boulevard, Hauppauge, New York a %� TA —r--M-- PROPOSED DOMESTIC WATER LINE 11788 Phone 631 300 1010 PROPOSED FIRE SERVICE LINE l .I r, 'i+l `°' •' !.; I N� -7-T- PROPOSED TELEPHONE LINE owner/developer: er: LOCATION MAP CONIFER REALYY LLC N.T.S. —•- - PROPOSED GAS LINE 83 E. Main Street,Suite 600, j — 0J PROPOSED U.G. ELECTRIC Rochester, New York 14604 BLDG.1 PEC PROPOSED r " - %% PROPOSED ELECTRICAL PROPOSED SANITARY LINE Site/Civil Consultant FIN.FLR.EL.=23.25' f ELECTRICAL I CAL TRANSFORMER BY TRANSFORMER BY PSEG PROPOSED SEWER FORCE MAIN r— — s PSEG (TYP.) DUMPSTER PAD PROPOSED UNDERGROUND-' , `% (TYP.) PRIF OPOSED TRANSFORMER ELECTRIC PRIMARY (PSEG) ' , ,��� I Y PROPOSED HYDRANT k ' PROPOSED SANITARY FORCE MAIN l J I � OCT 17, 2017 FRESHWATER EE SANITARY SHEETS) WETLANDS i =`=f=`—` � LKMA ACC BY GARY DA BY SOUTHOLD i •'j LIC. McLEAN ASSOCIATES P.C. LONG ISLAND, NY I % TRUSTEES PERMIT 9174A, 437 SOUTH COUNTRY RD., —M M—M • .� � PROPOSED SANITARY 3/23/2018 BROOKHAVEN, NEW YORK 11719 ? w \ PROPOSED SANITARY SEWER LATERAL 2005 FRESHWATER WETLANDS BY Tel: 631.286.8668 I d HOUSE CONNECTION (SEE SANITARY SHEETS) _ — C.W. BOWMAN, LAND USE ESI„ CONNECTION POINT OF SANITARY ! 12'BLAL� YI� / E I �� \ (TYP•) — AFFIRMED BY NYSDEC LETTER ' LOWST I % . BLDG.2(TYPE 8) -\, \ (SEE SANITARY � 6/20/2018 FORCE MAIN I '�� � I j -'� SHEETS t EX. WATER METER (SEE SANITARY PLANS) i Q i • ��. •`�,; " .` i � ) �\ EX. WATER VALVE VINEYARD VIEW Q i I _\ a i " ——•— EX. U.G. WATER NORTH ROAD CONNECTION POINT OF0I �� I ' ,__ re) \ —_—_— EX. U.G. TELEPHONE TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED 4" GAS MAIN T T �t-lo —_ �� • j i •r"�, ; ° ! f —_-- EX. U.G. ELECTRIC EXTENSION BY NATIONAL GRID (Y j � :; \- ` ';��`.__ 2 '` \ —°—•— EX. U.G. GAS (� "T EX. ELECTRIC MANHOLE „ PROPOSED 4" GAS MAIN BY ( . r O I r •r � � � � \ _ � _ \ s� � EX. TRAFFIC SIGN NATIONAL GRID ;� ` � -. �- -� O • l• �I I \ 8" EXISTING UTILITY LIGHT POLE " �Z; I r' r " ` - �`; • \ � PROPOSED HYDRANT (TYP.) ww... ✓ I "� •, •(:;. � to, I ' -:, ('` \ O; �- EXISTING UTILITY POLE `N. ; j j •�, '.� \..;. ` '� *-% 1 \ N<2 o-, EXISTING LIGHT POLE o. • ✓xs;>,;., �;. �.r r,ss';i.,/'/%✓✓o/%/ii� .,,i y1/%moi;R PROPOSED PRIVATE WELL BLDG.3(TYPEB) z I LDG.4 PEA y , • . -� FIN.FLR. f i " \ " moi\,� ./ r A FIN.FLR. l0 1 ° EL. ( _ BLDG.6(TYPED) © EXISTING ELECTRIC METER • R EL. „ PROPOSED 10 ON I , __ .-' \- 23_25' , \ \ EXISTING FIRE HYDRANT / M •'�-i• 23_25' / FIN.FLR. FIRE WATER MAIN j •, " � °`° " :_% s.'(`J� !"r" 23`25' \ pd EXISTING WATER VALVE PROPOSED 8" ON—SITE °�P102 low EXISTING CATCH BASIN lDOMESTIC WATER MAIN j � r .,t. PROPOSED 12x20 FIRE • MAPLE A -312' ® `` •\ AfAI FS7ATE DEVEco,n, i,,f,e OPMENTCSTf CTION 1 MANAGEMENT PUMP HOUSE i • ,"al, .) �._ A SIL VE I �! " MAPLE • \ � - i I f , PROPOSED 12" FIRE WATER MAIN _ • PROPOSED TOE OF j! F' ' 8'MIN. O f. I v seal SLOPE FOR RPZ BERM =;; _ .��,pF P���j PROPOSED WATER METER •FIN.FLR.EL. 29.0.. �.D G. r INSIDE OF DT-201 VAULT 36'SIL�1 E7rt —. I D MAPLE \ �` — —' ,� BLDG. PE I 1 \ �`�t• T f • - - %-� FIN.FLR. B EL.- t# % � ' PROPOSED 12" TAP , ' \ _ -"moi• PROPOSED DUAL 8" RPZ 5 MIN. - rI OI (TYPE AI `I; `I rte' I J ,1 - o BERMED VAULT AS DETAILED I' FIN.FLR.EL.=25. � ,\ I " ,y issued date description PROPOSED ROOM FOR 7-17-18 WATER MAIN EASEMENT LINE w i ' nry r / 43 BOOSTER PUMP _ oT° \ 7-19-1 2 WETLAND DELINEATION •— PROPOSED SANITARY SEWER `` 2 8 005 s o +I = I � PROPOSED IRRIGATION HEAD (TVP.) j� � I '' .a--0 ` - PUMP STATION `'_ ' (SEE SANITARY SHEETS) 3 9-10-18 PROGRESS PRINT L! IRRIGATION TO BE FED FROM _ \ _ _ ` 4 9-28-18 SUBMITTED TO SCWA LJ_ WELL �! I 'I . ..,....,. w,. :" 5 10-10-18 ADDRESSED COMMENS FROM SCWA PROPOSED 6" FIRE SERVICE ` PROPOSED 1 " RPZ INSIDE 10-2-2017970 o I; ;I o (TYP•) --� tl lir PROPOSED 10 ' - - - _ '° HEATED ENCLOSURE AS . - - 12-1/-2018 n_: ! SASSAFRAS S RAS I wW Po{°i ` 7 12-18-18 TOWN COMMENTS � �qS DOMESTIC WATER DETAILED. a� Mq MAIN PROPOSED 4 DOMESTIC WATER „I I.k °CB 60D SET issued date description I; C.- Is / 6 1-3-19 ADDRESSED 12-21-2018 TOWN i (TVP.) ii CT L !I Ci E I 4-SA R 1 f2s sw� S 12' r - � /� COMMENTS 15'SASS FRAS PROPOSED HYDRANT 10'SASSAFRAS ' \ A3 r r 10' 12'S SSAFRAS ll-CC o� Q (,.' �•y I 10' AS 12'S,�SSAFRAS AS 2"SSA L- vv 11 • C :, • 6'SASSAFRAS U ;7 SASFRAS 'T' 07 MAG SET ti I N j• E / 4'SASSASFRAS LL_ i I „♦ 4'SASSASFRAS \ I UTILITY NOTES: I \ N 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED �� title DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY I ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG s�120; -_. �V j,- /Ik2 +' PADS BY SITE CONTRACTOR `� p ��_.. /� UTILITY � 3. TRANSFORMER CONCRETE ♦ _. w\ , j4. SEE ELECTRICAL SITE PLANS FOR ALL WORK FROM UTILITY \, � 0�� .. TRANSFORMER TO BUILDINGS 'ti __ PLAN `n 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE I \ N 22�1 --' -- / v LIGHTING `♦` �-•_ 6. WATER MAIN - SCWA SHALL INSTALL ALL WATER MAINS, SERVICE TAPS, �- 3 METER VAULTS AND METERS ON SITEr ` - 564-52, �--_ -_ 'w� 41 7. WATER SERVICES (FIRE AND DOMESTIC) SHALL BE DONE BY THE SITE �` 'S` Ty DRAWING NOTES: ' aPLUMBING CONTRACTOR � raj `♦ t�1 ELECTRIC METER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. REC���E® drawn by: BRC 8. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE -� ` /� OO ELECTRICAL TRANSFORMER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. _.--- - �` BUILDING TO THE CURB. LEAVE COPPER PIPE COILED ABOVE GRADE `♦ O3 GAS METER BY DIV. 220000 SHOWN FOR COORDINATION ONLY. checked by: CFD J� - JAN 0 4 2M a� AT CURB. i ® CONCRETE PAD BY SITE CIVIL CONTACTOR FOR COORDINATION ONLY. � I O5 HEAT PUMP CONDENSING UNITS SEE UNIT PLANS FOR CONNECTION DETAILS. scale: AS NOTED E L_ 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE Sout sold Town '-0" CLEARANCE 0 SUFFOLK COUNTY DEPARTMENT OF HEALTH O NGNMONSSOURCE OR OPENING NTO THE BUILING.EN GAS RE RELEF VALVE FROM ANY Planning Board rn 17106.000 7. a 10. WATER SERVICE SIZING: project number: 10.1. FIRE - ALL 4", UNMETERED I t a� rn 10.2. DOMESTIC - ALL 1-1/2" 0 a7 � THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number 00 10.3. DOMESTIC FOR THE PUMP STATION IS 1" 0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID SPECIFICATIONS,THE DRAWINGS ANDS I THE ACCOMPANYING 50 0 50 100 OFALE SED PROFESSIONAL NENGINEER, WHERE DIRECTION I o - 12. CONTRACTOR IS RESPONSIBLE FOR GAS HEADERS AND 3 FT. X 4 FT. SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL v ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE SCALE IN FEET THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION r CONCRETE LA (NYS ED. LAW SECTION 7209-2) d PROPOSED THRUST BLOCK SCHEDULE 5P-611 TEST COCKS MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK (TYP. OF 4) DOOR HINGE SIDE PIPE SIZE 90- 13ENDS 145-_BENDS]22.5- BENDS PLUGS 810 M 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK Ix IN. WITH MIN. BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. IYP. 29-9' THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. BEND TYP 45' BEND 0" MIN. OR CAP BEND TYP. TEE OPE ING ir TYP. CONIC. 325Yv�e�s�Bou�vond. Houppouge. Ne�York 11788 PROPOSED OS&Y VALVES (TYP. DOOR HINGE SIDE J CCA TREATED LUMBER WITH RETAINER GLAND Phone 631 300 1010 FOR BOTH RPZ DEVICES) PROPOSED FEBCO PVC GASKETJ PROPOSED LF860 8"0 RPZ'S OR 12" WIDE ACCESS LADDER BILCO TYPE JD 48"x96" STEEL WATER MAIN owner/developer: TEST COCKS APPROVED EQUAL DOUBLE LEAF DOOR - CAST TYPICAL THRUST BLOCK CONIFER REALYLLC IN SLAB (GASKET REQUIRED) 83 E. k4oin31/ee1.Sui1*6O0. Rochester, New York l4604 TEST COCKS (TYP. OF 4) DETAIL 12" VALVE TYPICAL 12" C.L.D.I. BYPASS SECTIONAL PLAN VIEW ACCESS DETAIL TOP VIEW 30" MIN. N.T.S. Site/Civi|Cmnsu|tont FRONT SIDE OF THE CLEAR WHEN ENCLOSURE OPEN. XEMkBLE ACCESS PANEL BILCO TYPE SD 48"x96" STEEL UQ DOUBLE LEAF DOOR - CAST IN SLAB (GASKET REQUIRED) 3" 0 MIN. DRAIN 12" WIDE (TYP. EACH END) PROPOSED OS&Y VALVES (TYP. 8"0 RPZ'S OR ACCESS LADDER L K MCLEM ASSOCIATES, P.C. FOR BOTH RPZ DEVICES) APPROVED EQUAL DIRECTION 8- u}wG ISLAND, NY OF FLOW 437 SOUTH COUNTRY no., TOP OF VAULT annnnn^vcw, NEW vonx 1171e To|:CONCRETE PAD LENGTH 38' on�.�ao.aosa EARTH BERM REMOVABLE ACCESS PANEL , 0 TWO 12" PVC PIPE HOT BOX ENCLOSURE FEBCO MODEL LF825Y 1" RPZ 1 .5 DRAINS WITH SCREEN LENGTH 26" DEVICE OR APPROVED EQUAL V|r��\�4���� \/|�VV . .. ,� . , ,.~�� . .,_. . FURNISH & INSTALL METER TO METER TO TO E �����TA ����[� VAULT AS PER S.C.W.A. DT-201 VAU LT OF SLOPE 8"MIN. PLAN VIEW ' ~�^'^ ' ' ' ROAD FINISHED GRADE HEATED HOT BOX ENCLOSURE MODEL ENCLOSURE LENGTH 26" T�lVVW y�� �/�UT����| Fl N.Y. 1 l ��� . ~^ , ` . � �/. `/�^" . . .�����' . ` . . . /`�/ HB1T (PART NUMBER HF013027035) OR APPROVED EQUAL (0 SUPPORT 3/4" THRUST ROD TYPICAL DEVICE OR APPROVED EQUAL DEVICE 1219 CLD I PIPE UJ TO FACILITY 0 3" 0 MIN. DRAIN PORT bi WITH SCREEN 12"x8" TEE GALVANIZED ANCHOR BOLT (TYP. EACH END) 12" FASTEN AS PER if WATER TAP BY S.C.W.) 12" LINE C.L.D.I. —8" 90* ELBOW (TYP.) EXIST. GRADE MANUFACTURER'S SPECS. (TYP.) a FGRADE ALL FEES TO BE PAID BY VALVE - 8" 90* ELBOW CONTRACTOR TYPICAL -6 c on f e r —12"x8" TEE REAL 18TATI DEVELOPMENT. CONSTRUCTION MANA01MORT METER BY S.C.W.A. ALL FEES PROP ON-SITE NOTE: ALL VALVES, BENDS z F TO BE PAID BY CONTRACTOR ELEVATION 12" 0 WATER MAIN AND FITTINGS TO BE PER 5� THE LATEST AWWA AND SCWA .d- POURED CONCRETE CONTINUE 1" 0 PLASTIC WATER STANDARDS. Ln FOOTING 3,500 PSI (f ) Ml� LINE TO PUMP STATION. ^~~ REDUCED PRESSURE ZONE DEVICE IN BERM AREA AA DIRECTION OF FLOW FROM ON-SITE SUPPLY GENERAL NOTES INSTALLATION OF SERVICES 1" WATER SERVICE PLUMBING CONTRACTOR] END TYPE "K" COPPER PIPE 1 . INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING 1 . WATER MAIN PIPE TO BE CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE. SHALL INSTALL THE AND CONTINUE SITE WATER TO THE PROPERTY LINE. PIPING WITH C900-CLASS 150 WATER LINE FROM SCWA NOTE: TO SITE. PLASTIC PIPE - TONE WIRE 7 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. AND WARNING TAPE SHALL BE . 1 WORK. WATERLINE SPECIFICATIONS DIAPHRAGM ON FEBCO MODELS MUST CONTINUOUS ALONG ENTIRE 12 ELEVATION VIEW BE INSTALLED ON THE 30" CLEARANCE LENGTH OF MAIN 0 3. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1 . FOR PIPE OVER 2" - CEMENT MORTAR LINED DUCTILE IRON (CLDI) WATERLINE SPECIFICATIONS SIDE OF THE ENCLOSURE. missued date description C) INSTRUCTIONS AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF PRESSURE PIPE 1. TYPE "K" SOFT COPPER TUBING, MINIMUM SIZE 1" INSIDE DIAME7ER. 55 N HEALTH SERVICES. 2. PLASTIC PIPE SPECIFICATIONS: TYPICAL SEWER PUMP STATION 1 RPZ DETAILS 1 l mA a- TRENCH NOTES: Of 1 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL 2.1. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE N.T.S. 2 11-16-18 ADDRESSED COMMENS FROM WA ADDRESSED 0 1 REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATION. THE WORKING PRESSURE) COMMENTS .-FLL- THE PIPE. 2.2. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS 0 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING UTILIZED IS NOT ACCEPTABLE. (BRASS COUPLINGS ARE 0 1 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. REQUIRED.) 0 ED 0 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT PROPOS (6 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE TAP -- issued dohy 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_ OF FRANGIBLE 0) ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. EACH UTILITY INSTALLATION. HYDRANT ASSEMBLY PROPOSED TYPICAL SCWA �: CURB CORPORATION VALVE 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651 -86 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A PLACE CONCRETE OR THE LATEST REVISION. MINIMUM OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND WELL GRADED WASHED AGAINST UNDISTURBED 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, C REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. ROOFING OR TAR 0 WATER VALVE PAPER 0 SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 PROPOSED WATER SERVICE in LINEAR FEET OF WATER MAIN OR PORTION THEREOF. a) RECEWED -- C: 12. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER [JAN 0 4 2019 .21 SERVICE. 13. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE ETC.) SHALL BE BURIED IN THE WATER 6" DIA WATER MAIN SOLID CONCRETE Planning Board title U) SERVICE TRENCH. -2 1 , Ot-011 01 12" DIA WATER BLOCKS OR BROKEN LL- -1 MAIN (APPROX. CONCRETE BLOCKS Z3 TYPICAL C U RB /CORPORATION VALVE DETAIL RETAINER GLANDS WATER (n LENGTH PIPE CENTERED UNDER THE PROPOSED UTILITY MATERIALS & JOINTS EQUIVALENT TO FIRE HYDRANT DETAIL MAX. (TY WATER MAIN STANDARDS OF WATER MAIN OR N.T.S. NOTE: PIPE SHALL BE A FULL N.T.S. � CROSSING U11LITY 18'0 MIN. 32 PICAL, METALLIC MARKING TAPE 10' MIN. 2'+/- CONSTRUCTION AND PRESSURE TESTED SANITARY 4-1 CONCRETE THRUST BLCOK TO ASSURE WATER TIGHTNESS PRIOR WATER SERVICE SEWER MAIN TO UNDISTURBED SOIL SURFACE TO BACKFILLING OR BUILDING > 41 Q) n.. CONNECTION WATER MAIN c � TYPICAL CURB STOP (VALVE) EXCAVATE & BACKFILL drawn by: WITH SUITABLE 18"(MIN.) 4' EXCAVATED MATERIAL >% ON SITE WATER SERVICE /x, checked by: CFD (MIN. BURIAL DEPTH BACKFILL IN 6" LIFTS. -PROPOSED ELECTRIC moo|e: 4lNOTED EL- lot-O.l PROPOSED TELEPHONE 01-000 o PROPOSED WATER LINE project number: 17106D00 0) -t PROPOSED - o UNDISTURBED W/ TONE WIRE PROPOSED WATER MAIN COMMUNICATIONS - EARTH WATER MAIN CROSSING NOTE: WATER LINE (COAXIAL CABLE) TYPICAL HORIZONTAL SEPARATION BETWEEN SEWER (SANITARY TAPPING SLEEVE PROPOSED SANITARY PIPE | �0) OR STORM) AND WATER LINES MUST BE sheet number II / MATERIAL IF �NCOUNTERED TEMPORARY SHEETING THE EDUCATION LAW OF THE STATE OF NEW YORKmMINIMUM AS PER O.S.H.A. - � 0 TYPICAL UTILITY TRENCH PROHIBITS ANY PERSON FROM ALTERING ANYTHING00 TYPICAL UTILITY CROSSING VERTICAL OBSTRUCTION REQUIREMENTS - HE D-AINGS AND/OR THE ACCOMPANYING r� 0 TYPICAL WATER NTS SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION � (6UIRED VERTICAL OFFSET WATER /SEWER (SANITARY OR STORM �ELEVATION SERVICE - LARGER THAN 2 _ 0 too*," M - CROSSING DETAIL THE FULL EXTENT OF THE ALTERATION ON THE - WATER LINE EXCAVATION DETAILS ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE r1- NOTE: THRUST BLOCKS SHOWN, THRUST RESTRAINT MAY BE PROVIDED BY ANY SINGLE METHOD IN N.T.S. N.T.S. DRAWING AND/OR IN THE SPECIFICATION c _ ACCORDANCE WITH WATER MAIN THRUST RESTRAINT DETAILS N.T.S. (NYS ED. LAW SECTION 7209-2) o �