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Home My WebLink AboutSite Plans Revised 2/12/2019 SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET REVISION DATE C1 TITLE PAGE 2/12/19 E1 EXISTING CONDITIONS & REMOVALS 2/8/198 E2 SOIL BORING LOG 12/19/18 E3 EROSION & SEDIMENT CONTROL PLAN 2/12/19 R h A k CTM1 CONSTRUCTION TRAFFIC MANAGEMENT PLAN 2/8/19 C_ SD1 SITE DEVELOPMENT PLAN 2/12/19 SD2 OPEN SPACE PLAN 2/12/19 1300 Walt Whitman Road,Melville,New York S1 SITE PLAN 2/12/19 11747 S1—A (NORTH) SITE PLAN 2/12/19owneUdeveloPhone 631300 tOtO S1—B (EAST) SITE PLAN 2/12/19 CONIFER REALYLLC y 44 E E PO S1—C (WEST) SITE PLAN 2/8/19 83 E.Main Street,Suite 600, Rochester,New York 14604 S1—D (SOUTH) SITE PLAN 2/12/19 S2 SITE DETAILS — 1 2/12/19 Site/Civil Consultant SUFFOLK COUNTY S3 SITE DETAILS — 2 2/12/19 D1 GRADING & DRAINAGE PLAN 2/12/19 D1—A (NORTH) DRAINAGE PLAN 2/8/19 INV € AA ax 4 �m D1—B (EAST) DRAINAGE PLAN 2/12/19 4yS , ' # ,' `' K ,►�; „r' D 1—C (WEST) DRAINAGE PLAN 2/8/19 L K McLEAN A3SODIATME P.C. }: , x x' 4 V•. r - Di—D SOUTH DRAINAGE PLAN 2/8/19 LONG ISLAND. NY U ".n. 437 SOUTH COUNTRY RD., - a _' D1—E ROAD PLAN & PROFILES (SITE ENTRY) 2j8/19 BROOKHAVEN, NEW YORK 11719 , ` - �+,�/ ' . �`s s r „ Tel: 631.286.8668 fro,, 'm°' '�Pr } -' ,r•�!�' ,r�. ay„^b'e"' J -rP' '*,fir NF ♦ ' ~ • ; * `� D1—F STORMWATER TREATMENT SYSTEM 2/8/1 9 r -- `. r •,:' 7- , ?`a. 5a 'd' •' t *.v xl' L s'I'#S- ♦ r wkisr 'y ai t°+ 9�. � 2/12/1 ; , ,� ':� }� r�A _ ,_,s ,. • .- ,,„� D2 DRAINAGE DETAILS 9 LS1 LANDSCAPE PLAN 2/12j19 ' .p;, * ' " �► T ' .r �' "` _, - ~~ LS1—A NORTH LANDSCAPE PLAN 2/12/19 Aie& VINEYARD VIEW rFr _�•.• r � I .:r`J t.,_,,.-„d,,.w �.:—� n ;Y =` ": ." :� �� - Ls1—B NORTH ROAD •-- (EAST) LANDSCAPE PLAN 2/12/19 - - ', � : TOWN OF SOUTHOLD, N.Y. 11939 LS1—C (WEST) LANDSCAPE PLAN 2/12/19 �`' SOUTH) LANDSCAPE PLAN 2/12/19 LS1—D ( LS2 IRRIGATION PLAN 2/8/19 d' t s;l LS2—A NORTH IRRIGATION PLAN 2/8/19 ° -` ...kq l' 'z^ :, • - r '� w= .4 .r a L ,: ^iRf �;:w:'•# tszw:e' .r' *,.s'a (NORTH) p °'.`". *""a�� • ., LS2—B (EAST) IRRIGATION PLAN 2/8/19 — (WEST) IRRIGATION PLAN 2/8/19 EE 11 . _ LS2 C ( E ) W 740 . ;,.,,, x}�5-`a--a } }, k `_ •,' ` ; r, ^= - LS2—D SOUTH IRRIGATION PLAN 2/8/19 • 'w -':.-*fir r�•�v_e^rrr<'Y R^°� '�' 1' >7' ,L � °s" =;•`�t �' 4 ,M.a ,-�:lc%f1'° '. .•1»s,9.wr- :� � ,'4. „ , �^' i 4q a�'• ,�.. ,., �r1t>,r ..,tq,�'�'' . .w., r,, za „^„--`.,,»".ar-.. = -::.-'J-- ,;s ;a°_,.:. " LS2—E IRRIGATION DETAILS 2/8/19 r .:=•�.R.s '' L ,.dYY,�� q �xt” s ¢;;y ::R u' ,dt"� IY ,. y � f- {a �a '"+ m ... ,. .w _, _, ., .,,m...,'.an.,,.•,i.':<. --" =„ ' - ''fia,L^.'tyS"[ r ¢-- '- f^^.'.,^- t:,_.., r` •af+p L r, 2/8/1 LT1 LIGHTING PLAN & DETAILS 9 , _ w � , L �„ - :r, a>._.;y. ,,,. ,""..+'�'-- ..,,,,-" .,„•. ..ry `:a�'!'>^««ry2" a:r>x� '�xt' _-I",yrr«I v� a ,.-M x _., .. .... _ 'r'- - - -{ SLL r } con e �° g TS1 TRAFFIC & SIGNAGE 1 2/8/19 >$., - ^e,or .' .„s,`r,-' t.. "`t""s*?,ie,,rc5^k""'^;'„>,,:- "r"_„."r. et"t'!;"� 4<a• r.- ;�'i';. ,b. .,1 PB 144 [4iFi1 4!Y/IOINFNi,CO NSrRtlC t10N►4AN lGI Mi Nt �'•ne"E,} .,wo.x'. ,=. "" a'i >`! ,.�'.-,•., 'x i r'. :'k< TS2 TRAFFIC & SIGNAGE 2 12/7/18 - J r r ^3 ' 1 I S ♦ .arJi F ' Vt 2/12/19 d. U1 UTILITY N T TY PLA Z ..� tL•' fi-;,'" 'f, Ryy;y.d "t ,+ `�' r^Y••,-R2` ',[ '"4,'�q .;y W- 4 ", - N•^$ fit r ,i fi }ly, x i,'1;`o ,yp' _ •y wL+ "•.1'•.,a- i'Kv R ylk- R S , t ^r M� ��` V..s. r "� ;w � • seal �' 18 ti .�% I 12 12 ° U2 WATER ALS ,. tea,. E DETAILS i r m b. f' ,.OM1. 'Y• k=, °Su' _:ate.•' S•'b, ,"s ,ak t 4'• r. s t t� + U ,F ft G y ARCHITECTURALDRAWIN S a 1 r < 4 'r� F 4 9 kiJ ,s Ott �µ � �. . ,..' .y. NOTINCLUDED) f r � d f l b^ r.- �ryg• v b A 4a y G^ .:•�. � 'a5 ! w - 'F •'e51). "'i2'” �•a:. y'G:.r' yam', ' ♦ i MIF'r's» '� rxr �• �s ,y? 1 I R , ' ~.�` a� A .00 BUILDING A FIRST FLOOR N t r . . 0 R PLA s'. ' ''' %x '�w� ,• r ice '>7t” ' kx' $ J "t ",rte :. r H.. .. �t `r 1 r -. YSY 91` Pt "•T #` '' pw4.. � A1. 1 BUILDING SECOND FLOOR P 4 I h A N LO LAN fl h.D • v +a .tom' a Y '-may,• *w, F. a r °f' ''ei .mss". �. h'” -•n � ' 1s ,�:y i f P r ,`„ �'•�` A1.03 BUILDING S �! 'h DIN B FIRST FLOOR PLAN hyy '4 r"'i Y fr v. S' t.` .f r :d ,:+rte-- t •'xis ' ,r `F. x� 4 .�-.1, •-,.r ,is r�YV ! P, # t. p 1-. 4 A1.04 BUILDING SECOND a n ��. I B D FLOOR PLAN rix � .» ,lar •>a'4 � �z .n- rg. ,.kms `a� r, •7'. ,.'"` 3 x.i" +t •:ix n _ y p ' y 'V3•'' b . ' �'y a •? a, w} 4R" ., v" ";` tVolga., A106 BUILDING C RS ' •� LD NG FIRST FLOOR PLAN $' s a' '4n •a '4` CD l ,"'9x u." P' R. x� 4`< ar' ,t :�` description k ! :h.. 'fx. : '" issued date l'� e ,a ,g�' t�- k"�� I.L /� M'-- is .{ 't^ R' i' 1 ryE� «:z x`s `i ?s. .� a- #i.I t �•° � .�° �` A1.0 BUILDING�. >. �<", 7 BU LD G C SECOND FLOOR PLAN - J'f Y x r ..jj 1� a ,� =7 as+� �i S .�° �x� g{,� Nk ` � :," ST TABLE �" �' '�, RR SHEET LI m :�".�.-'" � °s 1 3 05-18 CO ECTED n � r ,�` A. :x ,t P, k^ t {� tr• P4{ P .rr rl, g. Yf JJ`- x 'Jx • • A1.09BUILDING D FIRST FLOOR PLAN k, K,," Y t•< t xh 3 r P SPACE PLAN -1 ADDED 2 3-26 8 D 0 EN x sY » max'' 'h o A1.10 BUILDING D SECOND FLOOR PLAN 3 7-19-18 2005 WETLAND DELINEATION v LLI COMMUNITYBUILDING 00 LAN O 018 TOWN COMMENTS CONSTRUCTION PLANS FOR 4 12-7-18 ADDRESSED 10-2-2 o A4.001 BUILDINGIGA LEFT AND RIGHT SIDE ELEVATIONS 5 12-10-18 ADDRESSED 10-2-2018 p 6 12-18-18 ADDRESSED12-17-2018 O TOWN COMMENTS A4.02 BUILDING B FRONT & REAR ELEVATIONS 7 1-23-19 ADDRESSED 1-17-2019 TOWN COMMENTS A4.03 BUILDING B LEFT AND RIGHT SIDE ELEVATIONS issued date description j V N E Y AF�\' D V EW A4.04 BUILDING C FRONT & REAR ELEVATIONS $ 2-8-19 ADDRESSED TOWN COMMENTS C' A4.05 BUILDING C LEFT AND RIGHT SIDE ELEVATIONS do 2-12-19 ADDENDUM #1 o A4.06 BUILDING D FRONT & REAR ELEVATIONS L 0 A4.07 BUILDING D LEFT AND RIGHT SIDE ELEVATIONS v A4.08 COMMUNITY BUILDING FRONT & REAR ELEVATIONS C A4.09 COMMUNITY BUILDING LEFT AND RIGHT SIDE ELEVATIONS PROJECT iL LOCATION �� C v " 'N 4 rtrernport a� cn title TITLE v F4 PAGE m &n.txw hWd C Hc1}�ixts O i„ 7• O C drawn by: r.w >` 4' _ checked by: CFD F 0 r scale: AS NOTED C v FEB 4' LLI r,� .- project number. 17106.000 10 CL Southo Town Planning Bo-rd p c scr,mmdr L_ sheet number err Illr?Et13 TO+,�f,r ESrl..x.n.(,'ETL •M'rr; ,!Ep7l:rin . THE EDUCATION LAW OF THE STATE OF NEW YORK 00 n}'' rtkprvr4'Ai,11 <:.":..prte,.3dl.ley..rM RU..n,t.l;Y..•7114kx,C+r.+uxrR,. O PROHIBITS ANY PERSON FROM ALTERING ANYTHING (V IN THE DRAWINGS AND/OR THE ACCOMPANYING TIO Ili OUNTY ROAD 4 R N R T N N Q SUCH ALETERATONS ARE MADE. THEPROFESSIO PROFESSIONALLOCAto TIONLICENSED WHERE MAPENGINEER MUST SIGN, SEAL, DATE AND / N.T.S. THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) CL CLEARING NOTES: SITE LEGEND' WILDLIFE HABITAT PROTECTION AREAS(Non-disturbance Buffer and Wetlands): 1. A 100'wide non-disturbance vegetated buffer shall be established from the 1. A vegetated non-disturbance buffer hereinafter the"non-disturbance buffer", I IN"7711 11111 7 wetland boundary line landward for the entire Iength.The area shall not be and the wetlands areas,as shown on the approved site plan,shall be protected cleared or graded and otherwise left in its natural state; 040�� PROPERTY LINE for the purpose of preserving existing trees and natural vegetation,and 2. The non-disturbance buffer will be managed as wildlife habitat; providing wildlife habitat and a buffer to the adjacent wetlands and woodlands. - 3. Trees and/or shrubs that can be left in place shall be flagged and protected 11 EXISTING CONTOUR the areas are to be left in their natural state. x33.06 2968 N F SAMIR ATTIA during clearing and grading; - - ' 31.32 � / 9 g 9 9. 2. Vegetation removal or disturbance / PROPERTY LINE 4. The land area to be cleared shall be staked and inspected b the ! (7YP.) (SCTM#1000-40.0- P Y t_> u EXISTING WOOD LINE a. The cutting,removal or disturbance of vegetation,including trees,shrubs, 03-02.0) Planning Board or their designees prior to any land clearing; and groundcover,is prohibited in the non-disturbance and wetland areas, 5. Site clearing activities shall begin at CR 48 and proceed towards the open except to remove dead or invasive non-native plants or trees.any cutting, �, 7 , 3a95 N �� VACANT PROPERTY o SOIL BORING/TEST PIT LOCATION - rt, O space/natural areas; -1�- removal or disturbance of vegetation must receive prior written consent of '. ,� �, / \ Q 6. The Town Planning Department and the Town Engineering Department shall B1 jp_1 (SEE SOIL BORING LOGS FOR the Southold Town Planning Board.this written consent may be ranted only 2334 2 O 9 P 9 g P g Y g Y 0 E x 16.15 CP 23 Q , be notified by phone or email two days prior to clearing taking place on site-An ADDITIONAL INFORMATION) to control or prevent the spread of disease or invasive plant or animal CB 60D SET ' / � t \ 6OD SET I 011< inspection is required of the installed turtle barrier fencing(aka erosion control species.the non-disturbance buffer may be supplemented with native 31.97 3aP3 `� x15187 _` _` revention/silt fencing)b Town Engineer's office and Planning staff prior to vegetation plantings according to a re-vegetation Ian with prior written _ " V �� P 9) Y 9 9 P w g p g g g P P EXISTING WATER MAIN ED) I 2Q @LAC LOCUS ! /' z 0 ca 60D SET cp / 6,� O clearin g9• consent of the Southold Town Planning Board. /./ Ba x'422 \ Q c c EXISTING GAS MAIN b. A dead or diseased tree in the non-disturbance buffer that,in the opinion of I ' / ..87 a certified arborist,represents an imminent threat to structures nor people, / / Ile- " O - ; ... � may be removed without prior Planning Board approval,and the arborist e b2 tLT FENGfE_ {�qRl / Q- EXISTING SEWER LiNE shall submit a report of any such removal to the Planning Board within one 1300 Walt Whitman Road, Melville,New York uAtTS ( + IMI7OF / x s 3 x1897 o business da g p ' ti2 3080 fRe+ WORK U IT ✓ 427, ' y after such removal. Vegetation must be hand-pulled,hand-cut, 11747 ARRI k'�563f E '` M et SETBACK✓`` �,, 8 NAIL FND\ x11.61 / / or cut with machinery selective enough to keep nearby native plants intact Phone 631 300 1010 324 f / ,! (oFFs i ��_ .113 S � 6 �L1N 0 W i fj ""xl37 `0�23'3 / // f / EXISTING SLOPES >20� to the greatest extent practicable. + x24.,1 �' ON ��Y C.W.' 8.32 / /' / 3. Excavation,grading and removal of natural materials are prohibited. owner/developer: f �h ( x 2a7° / j'$©Wi�t11N-LAKID USE / / �' 00' ! 5u.�lC� + / EC LO'Gf6A;L SERVICES/' „J4, 4. No structures are permitted In the non-disturbance and wetland areas. CONIFER REALY LLC tN 28,03 ,` �8 ;/ C.)✓(�YPICls /� / / j� , .+, PIN&CAP - x +'°+� x"` �' r ' FND, TOW --o o PROPOSED SILT FENCE CLEARING LIMITS S. The use of motorized vehicles is prohibited in the non-disturbance and 83 E.Main Street,Suite 600, / /'� y� OF SOUT j x81.,6 r ANSjf�(TIOl�f /` ,✓ '/ '*� „6 °e /' ,` • N HOLD " " " wetland areas. Rochester,New York 14604 „✓✓ (I.E. LIMITS OF WORK AKA TURTLE BARRIER .&92 , \ FE/ J \� ,d' / /`` VILLAGE OF GREENP RT LI 6. Dumping or accumulation of unsightly or offensive materials including,but ! , `" "20- / , / 1 „ts.az ' ,,' / /`�j x a F' x6•/8 LIMITS not limited to trash,garbage,sawdust,ashes or chemical waste is prohibited °' j `✓ PROPOSED CONSTRUCTION FENCE _ Site/Civil Consultant �' /t P 2J in the non disturbance and wetland areas. ' I �"'+�' --1.,,• ji �'" / j' x tc7E` x 1¢ 7 �' s N.y bOD S£T Cs J I x 8.868 \ � // WILDLIFE PROTECTION NOTES: O6 %1382 ff J 16 r ` { x 1624,/ / / ✓ p s // '/ s 1. Wildlife sweeps conducted by a qualified wildlife biologist prior to clearing by `, /, / �,/ , x16.32 �° % PROPOSED NON-DISTURBANCE BUFFER heavy equipment will be required; ODED AR� / / �/ �,/ 911.4 - _ _�_._ 33 'Cr .,,, \ /' r / 2. The Eastern Box Turtle: W fid, -�'� / / / ! .e To minimize the loss of Eastern Box Turtles,any clearing at the site scheduled N■ �\ / �\ �-t. �- \ xEasl ,•/ �ETL_AND Aft -' +6 �, 2005 FRESHWATER WETLANDS from April 15 through October 15 will be preceded by wildlife surveys following the �� Yocol below: �� -- ( xP3,d9 B C.W.1..,.W. BOWMAN, LAND USE U \ `-- 26 ,/ ;'. f /, ESI„ AFFIRMED BY NYSDEC a. Prior to the commencement of any vegetative clearing activity,temporary turtle x 3387 2 L K MCI,FAN ASSOCIATES, P.C. x x \ x2429 xz6 T9 \PL93 x, e 273 / barriers silt fencing)shall be installed around the limits of work and ' NY � \ 1 � / /' /`�` �'y �° x: 2/ LETTER 6/20/201$ re-construction turtle surveys must be conducted during appropriate weather ri'"I ' ~` / Ar.P 3G - xze�97 xj47P ,7 �7� x13.1 p Y 9LONG SOUTISLANH U 3367 ��'��"''��' _X88 C \ \ / 1 CB 600 SET ` 1P.10\ •' / conditions. 437 SOUTH COUNTRY RD., Q ,2 O. \ / 1 / f / \ REMOVALS PLAN NOTES' b. Installation of the temporary turtle barriers must minimize vegetation BROOKHAVEN. NEW YORK 11719 /�SI FEN- - ,✓ / Tel: 631.286.8668 I j x2.187 !x RS f E, » DARING. Y x12 100 YEAR FLOOD L1 1. Refer to Sheet E3-Erosion&Sediment Control-for disturbance.No Gearing may occur outside the Limits of Work as shown on the x2866 ` (#619r1193o N1 OF / /' xt r3 NE approved site plan page E1 "Conditions and Removals". 4 / / X `7 \ \ /x2E 9 PI 7 WORRI AKA UR j` f,,� f° &� �" / 1. 3 /i x16.1.1 / + (OFF- SITE) complete construction activity&staging plan c- The bottom of the silt fencing must be buried in a 4-6 inch deep trench.The 34.05 ✓� /, /,,, // 2. Construction activities shall only occur from 7:00a.m. trench must be backfilled and compacted.If it is not possible to dig a trench, 3243 \ X29.97 / 1 / ' >� I �� ✓ I / CP �/ ,, , „J4.0f 6DD S� / then the bottom of the barrier must be affixed to the surface. cB 6 r M*- ,n ` to 6:OOp.m. on weekdays and Saturdays; / x 1548 / / d. The silt fencing must be composed of at least 2 1/2 feet of vertical barrier 12" BUCK LOCUST � � x 6J, A �.. N x �'" / f ---�✓ /`/ 8 6DD T1 / , 3. No construction activities are permitted on Sundays, above ground.Once installed,the barrier shall be taut between the stakes. VINEYARD VIEW 5 9.01 .16 /f ,/ year-round, or the following holidays: Slumps or loose materials will undermine the effectiveness of the barrier.No x x37.10 \ / / -g x / \ ' '/J / // �/ x19 / } , PtoD E /, / , hay bales or other backing material shall be used. NORTH ROAD /2 6J x11.66 j ✓ / M1 ,,'/ x1427 k' New Year s Day e. The limits of work must be encircled completely by the silt fence to exclude /' / f x1',.13 /" d g � /j jjN&�A / Memorial Day turtles from entering the area,but able to be opened for equipment to go in and TOWN OF SO UTH O LD, N.Y. 11939 x26.98 / (#61 9) CON' / .�` / x 19.19 / / 3/ Z / x3091 J / NCE/ /,/ j x ds 9�? Independence Day (July 4th) out during working hours(and closed again at the end of the work day). + r / / 2 /° a; % / 11'° f. The turtle barrier(silt fencing)should be installed immediately prior to the A / / x19.44 ��✓ � /// ✓ � x1'.33 \ \ Labor Day required survey. x2580 x 4.12 f / x92.60 x2,.94 �„ /' -Z22 ,d t „�-7 Thanksgiving g. The biologist leading the survey shall inspect the barrier and facilitate any y� -'Xf , ` \ \ repairs/alterations necessary to ensure the integrity of the barrier. B 3 2 '? 28.1 X283 / x1H77 '+' / x8213 Christmas Da x 2&19 ,�' \a/ /(i y h. Turtle barriers may not be removed from the site until that phase of the project -I x 31.45 ( x 2386 / x2991 C xPo.9a /� ,✓ xl \ ` (S / is complete and is stabilized by vegetation. x21, Tea x21.97 x21.85 -22 _ �l / j ' fe 1. Routine turtle barrier maintenance is required during the Turtle Active Season t N \ \ F �®j �QQ {'F (April 1st through October 31st)-Once per month a person familiar with barrier # "• # „ "� 21.1 x1943 , 1\ 0,(- maintenance and installation shall inspect the barrier and facilitate any repairs or qt \ /F V I«ft- E OF 1 - \ \ 3x67 K3+.47 2 \JO :� \27.97 M64PORT x21.25 x21.73 ' x1755 �'' 793 'Q� C alterations.The turtle barrier should remain taut between stakes and an holes along \ *P-8 \ / the bottom repaired. Y 9 \ (SC TMIO .00--03.00-001.000�a•°' �\0�FN�oO X 3t.P0 I I � x 9038 ' ✓' � (#618-6) ?2 /� r` i \`:' (((111 Outside the Turtle Active Season November 1st through March 31 st If the x20.97 ` ` !f f1 ,J,/'' Rff \ Qf �, �• ( g ) ! � '✓ \_ ✓S \ / 7 barrier has been left in place over the winter months and construction is ion-going, a �' I 74, J x3,.12 x2363 ` ' ° �,�+ TS of 1 O S CK biologist shall conduct an earl season inspection in late March or earl Aril to J tt .*q \ �x2R'J �O x19.58 `- ''- -- OODED AREA /(oFFS TO W �\ g Y P Y P X x x271\ D D/ . n i e ( \ 2 TION AT.0 W �`� facilitate any repairs or alteration necessary for the barrier to function for turtle REAL Af TATE OEYEtOIMENi,tOMf TN9CTJON!YANAAE ME NT L are<_ �A 3312 s4e L t�p� .86-----32--__ .� `' ♦ x1927 \x220, / ,BOWMAN-LAND US / 5 X 3J.d2 ' protection. ...- ^ +Ox 4(# ��-1) \ I \ c� \ xrR23 \ / /ECOLOGICAL,'r �� 6 x 198.1 \ / � S � /� ,3J e cP 2s � x2320\ x!9.82 INC) ICAL ,/ /. \ x713 k. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife CB 6DD SET, \ x Jas° Poor \ f\ °,, , x 14.641`\�, f. 985biologistp g _ - tr7 \ \ x1937 03 x21.0, with experience locating wild box turtles. -••----�--- 30" x32.86 x21Ae x ,'/ , / ,� I. The surveyeffort required must equal the followin area of impact x 4 seal SILVER x 817 x2,.77 `r �/ r , X x6.6< q q g P __` r MAPLE „3°," \ x28. ( 48-4) ,/ x19.1.1'" �',..8 6oDAir .✓ / '`�' ` ` `\ [� aD / person-hourslacre =total person-hours of survey effort. ,'d { / a1 34.8 4.11 z 3 30" SI LV ALE J I \ \ \ \ CB 60D SET ` /`\,� .' , c, j�;,_ . r '\ I / t",FT 4 x 19.29 x 2x49 i •° t 3199 x t /'s� 739 g Y t ''S�- R_1 ER MAPLE �-z /`` /�% � ,+' m. Timin of surve •' s, / x1747 / x137E� ` w. F'. r .'..•�. J 34 x 192: 20.45 J r °' /'✓ i✓ \�' */ 1.The survey for Eastern Box Turtles must be conducted immediately 3 33.81 �g446 x24.89 xed82 �- \ (#818-7) 20� �- ` j./` 6z7 preceding clearing activity. "R r x28.85 �\ #1318-5 x1950 ✓ ! ° ✓ C_ ;___._•+. FJ a Qx \ 2 ( ) x aaBo f j, , , / ii.Surveys must be conducted at the time of peak activity for turtles,to the 1� o / / x26.40\ \ �\ x201 x2839 / / `/ / "' greatest extent practicable and as advised b the herpetologist. ��,` I � / •�„ ,-� 1&Ja j"°✓ ,• 9 P Y Q � x3f6" SILVER MA LE • � \ 24, �- / '/ xt6>o ,/' \ n. Any box turtles found during the search will be captured and relocated to an34 ;°�- x x29.77 / 6d�� ` �\ \ x19.82 ''r x'&97 /, �` /: \ , ,' \ undisturbed area on the property as far from the proposed clearing as 3331 x34,89 WOODED ARS \„ .26-,� '+,9Eac possible. ""`-'"""- (7 ( / �..._ CP xf , ,i o 36,lQ" xP \ X cD s£T f x J.,B ,/ \%7Se o. Documentation and results of the survey must be provided to the Planning U \ x e8.98 "r"••�^D x 2811 %20.19 P-3 x 1942 / / „ 7' /� f X CP 2� x3� ,\ U xP�4, \ , (#618-3) / x16'6 r' / / /�✓ / xtas \ ^� issued date description 38 I \ x r7d7 x15 3 /' a Department as soon as possible after completion and prior to clearing. p ' 35.46 CB 7.lJ x 31.32 \ 29.92 x P S �' \ 4� ' ✓ / / / / ? X 114Y1 ' ( / / / /� ^� p" ,f / '�► '"`^ 1 2-23-18 SITE PLAN APPROVAL X A3&r --28,9Z807• E/� / / / / x121- -23- 8 BORING LOG# T TEST PITS , ' f,% �. i°' �,\ "`^... sl 3. Northern lona-eared bat: W P6.,. x2,1.92 x2730 \ x19.99 ��$ SILT NC --C RING / / T LIMITS ^ %'488 ' ' / Correspondence from the New York Natural Heritage Program(NYNHP) 2 5 1 A U- ' � `t4' ` j/i / / �` x21.23 x8365 --' x1712 U LtffiTS OF" 20C)S F,RESFINATEf�Vl„F, � ANflS i �„ o / I 13" SASSAFRAS I M !' ✓ \ \ ,1,�, ORK . R7 1'-V 1 ' ' _ r 1 / indicates that no agency records currently exist for northern long-eared bat U x ,' x21.'3 BARRIER 512 W• OWMfAN,/LAN, USE ESI;, j / /. - + , M otis se tentrionalis however,this is not a definitive assessment on the 3 7-19-1$ 2005 WETLANDS DELINEATION 3531 I %' "' "\�`,, A 1RMED BY' NY D� LE R x13.91 ` ► ( Y P ), , r 1 / i/ f/, / /•� xPBrm ! ��, / *yF , ✓ ,' // x IP Tl, current or future use of the site by the species.To minimize loss of northern 4 12-10-18 ADDRESSED 10-2-2018 TOWN Y r` �'�► ° long-eared bats,the following actions shall be taken; CO ME TS 431• / f / ,,,7600 e 24.76 23 / „ y` x „ 422 I xt�o8 / _-_ / ',, // xj�P3 ,/ / � W�IANID� l REA ` a. Trees around the perimeter shall be preserved within the buffer shown on the 5 12-12-18 ADDRESSED TOWN COMMENTS 0 14_-. S,q AF J- i r` \ 9� / ✓ i i �y� / o / site Ian; . Oo 3JT 12„ RAS 4Pg° ✓ f . / f I \ x16.5+ / xlya. ° / \f x,J,te �' x1,43 //� j' j/ / x12.3a/� x111 p 6 1-3-19 ADDRESSED 12-17-2018 TOWN SASSAF $ �� x31+�r' j' /° �ILT E`NCET 1 G -� x 8177 j CONSTRU�O / / / x7a6 b• Trees capable of providing roost trees within the development area shall be ,� i / COMMENTS 2J �P'2� 1 F NCE " / / / ` / ,� ,f /i 1 xa preserved to the greatest extent practicable; (6 2 62 15" SASSAF A$ d /// j ' �' LIMt (I•g. "LTM S OF, 1 / j✓ x,3.71 7 1-23-19 ADDRESSED 1-17-2019 TOWN ` WORK o / ,. �" / / x2262 � D / ! AKA _ L3 cP� j / ,/ ,/ � � � x7°a c, A wildlife biologist experienced with finding bats will be deployed on site prior to COMMENTS ev s / 1 x3:,,7 / AR►' ") �eTP18-2) 0?60D £r - - x1d73 / an tree-clearin tos arch for an ins of roosting; I I 76f / /' 23 d / x88,9.1/ \/° / x _ N o TP 1(#7218-1) !' /` x1J�l/ Y 9 any o r 9 issued date description ( �„ / / r ,/ Z// x 17 f, / 26°1 ; cy ,/ X 1 r cP s jd ,^\, x 13P< f B7$ , -' d, Avoid tree remov .ng the u season from June 1 through Jul 31. 4 AS x 2,.28 / x2506 x jam CB 6 SET x rJ.9. / 9 pup 9 ?✓ v,SAFRAS / ,✓ ,/� ,^ / !� 1 f ' r/' / ,/' /` / /% 1 f 8 2-8-19 ADDRESSED TOWN COMMENTS SS ` S / 98 \ xe 4e 1 \ /' // / fi f e `+ g E. 2-12-19 ADDENDUM#1 3 �y7S¢ RA x 24.94 ✓ 0 / / ,.,�,(f ter'/ / / .�' NSTR rgol, tiff / /° /j x171 /x1741 j 1 Sx2aJ$ x U VIV ^y x17. %19.3b ` /f / / b4 6�/ // f Q ¢ �JJAFfIA a / /� / /` ,F✓ENCE ,/ �' / f' f 1 /p - -1/ /"" ,,, ,/ \ASAl1 RA 423. \ / // CP �! z389 ��' i / x19 , 8 ✓ i x17 /6 �/ / 13,SC , i /✓ �/ V , . 1 AF i,/ ;/ x 402 ," fI �' c 6DD s I f i x2,.2, j ' / // ,r°' J `` / 359 11/y:1'J� / ' 2f //' / , / 1 i o ✓ _P .J2 12% S SA AF(n�,,(H[�I]S /// y/ rx*°.- -,,- �/ x23, / i T'^ r'/// •i j� x11.72 J"' / j� i /r ,dx 22,91 , / ,; ,f' / x 19.48 \ i f x 3, f /Z c'Y 0 f � SASS FRAS �" / j xz ✓ / f 3 O x17 \ x 22' 88- L0 / x 2&3 / / //' x 2 6S 6• // 3 x 64 ,I✓ f /� / ,i. 1„/ / 4 U 1 / F f /1 X 1751 ,,/ x I7 /°' MOIL � Tl� 7" � LQC JT x26. x2380 P ! /y� �/l ° / x1032 ,A' � // �R' / � , �• " � x _ MAdi ! fir(/,✓ 6 SASS�I / a¢✓ / / J / IMITS OF,100' SETBA f j� ff r �/ x f1' 3 SAF`RA / x .66 / xr-'9812 //, 2 !t fi / // / xta92 A f ,/0 j r� /✓ t✓ •) 1b 0 / $.' // f x2/36 /� -Ic 22.4: %°^ /" // / / / P/ ,p' s' .� (Of�F•SET)/TO WETIJ�NF25 �' f° C T / x 5.0. i % / ,� l x22 // ✓// f± / x.4rj/.27 / / [jELINEATION« vT 1 j / 20 BLACK ' ✓ / ♦ x16n f �$Y G1N. �Aj'/ BOWMAN-t�{ND U5 ° /! .r/ / I •� I d,+ " _NAS AS x '✓ ./ N A x 234 n V` � i � x1681 / jF / ECOLOGICAL E x17:% t� ,d .f 11 11, - +� l �� x ???��/// V x19.31 / f,✓ j lcAl sE�w , �; , �' xg� GENERAL NOTES: � � / V xr;.d ��'�J.37 / � �/" / � ,/ j� / � � '(�' ) CES; �°" ,r / I /y ,✓ /. d j/ �//f 1CAL j<" / ss f,/ / �� title � N'� 36.62 + /� 34.91` x30.39✓ f/ 111 / / x21.89 I'O / 1 / o J/,✓ x19.16 f"' /" ,' ,r' f / /// / /�' , •' rt^ T1 38.06 '\ QV• 3.3 '..•' / �.,! P23J / ,/ %fR,�1` x q' \{ //' d /` ,/ ,'/ /,/ ,ri j'a'' / / ,°✓ ! xa54 1. .S.ri.T.M. 1000-040.�-0.3.W-001.{�00 EXISTING ✓ �' // j/ / / // / ,, /// / /`j / �� / // �`x18.BY/ / /"/ / / i j' ;t5'P /a'� 7�y / ,� 2. ALL PLAN COORDINATES ARE BASED ON THE LONG c3` °/ x t0 \ � /r i/ x .19 1 ✓ ( / /✓ x 7 / ' / / f ! J // / / 8 &9n x14td f ,' ISLAND ZONE OF THE NEW YORK STATE PLANE `-' Q `f " a� / /' /✓ xla2c'� r/ i j �'' ✓ / / � COORDINATE SYSTEM (NAD 1983). //' 3 UNAUTHORIZED ALTERATION OR ADDITION TO THESE / ��, CP )( 79 /lam x2D�6 19.13 1 P z r, ,,'' , P x p�` ., ,�� / / / xJa4� CONDITIONS & DN. D. d / // IS.Pt ° xP /' tom-- ,/ ,•' / /'/ xl DRAWINGS IS A VIOLATION OF SECTION 7209 ^ ' / R4J �✓ / ✓ x .sd ,y' f/ �_ i, ODEREA 1 f j✓ / i CP a f �' �„ ' I xRs9 SUBDIVISION 2 OF THE Nl_11V YORK STATE 1�-fes,.190 j, / ,/` /• "' i°• / ,fi / C,&'60D SET// / Ja92 X 1941 EDUCATION LAW. .g x 393, _�' ��• / �'--... ---,="_"` /'` ,! f o N x / / /�„ / 7.17 1927 / .✓ / /` i� \ .� !'' /'`/' / / /I. 1 \ / ' \,� r'' ,/ j /, ✓d / r /' � „1,� 4. STANDARDS. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. REMOVALS 'o / / ,x ¢2 x2321 xto �' / (/ x13.94 / / / x1720 ,'' f / ■ / ✓�\\Y xTa4P xP" 6 xts.�` L, 2"13 �• 13.71 x F QcP.�:IB x127 / /� , 1'/ "°"' ,, / J ./'''� X) ry$''� �i STANDARDS. 3 i�� =r _r /' / / ff`' xtst p4 / /% f /,� // / // / f /F / e' CT� /� 5. VERTICAL DATUM IS BASED ON NAVD 88. x-f5.eP 6DD - / m ,, x12.26 �E ss /'f �iJ / r _ j �1 6. HORIZONTAL DATUM IS BASF ON NAD 83. / •✓ ✓ !' �/ � x:92$ 3 ' "j x �' /' WETLAN S ARE1A /f V/ j' 6 ,/# / / ,FI xlae7 / t' 00 7. COPIES FROM THE 'ORIGINAL' OF THiS SURVEY I \ C NOT BEARING AN ORIGINAL OF THE LAND / e ! /d C /, ✓ .9C F x3718 .�' ,,e�'x(�zE.1T � ,// / f "` `d-• J ,r° / //• `/° lr' ��'_..-i_/ ,°' x ?0 ,f✓ �" r N ++ °. e / 2ae1 xPr I x1. f/ ' ` /` f J/ / /J///�7 ' ✓ f ,' / ✓ / `� / �•yT QJ p / \J�✓ x19.78 x'979 x1741 x1&11 `� `�' �/ '` . •'`/l / �t /,//�.'`/� ,d �`�,,/ �+'� '� x, 6\„' 17`6.6` ''`/ ,x178' it /. f ,13' IOs3 ^ �Q SURVEYOR'S "INKED SIGNATURE' OR "EMBOSSED 'Q ' , / ` / S• O �,,• / e" ,•+f i �' f / / N -Q\ �� N CL >11, y ,, \ �' f/ � Q SEAL SHALL NOT BE A TRUE AND VALID COIPY. / j f / �/' /,� ,/ `/ *f // �,r �/ x /, SAF �\ 'OQ 8. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF drawn by: LMY T x372�� f ''/ ✓ 3 / \I, x1,12 6,W,�1/ xis+ r' /�,/� / ,, ' j`� .°-- , // i r''/J i t /, �j� QJ �� NOV. 13, 2017 BY LK. McLEAN ASSOC. P.C. X 4 „ f` xJ6.Jo �' *f / `�,/ °` / /' - - ` x '�� , 7J 9. TOWN OF SOUTHOLD ZONING CLASSIFICATION checked by: CFD jl� x1566 x9.53 ✓ ,� a /\ x24, N/TM VILLAGE OF GREENPORT "• `.,, 4,13 �•,. / /✓F:' f. / /` ✓'i �:',• q, 1.15 / . N o ' x,83, ( #1001-01,0_07-01.1) 1 "� !\,/ ,195 r'� ` ' -� .✓ °/ / x 3 /' tO.0 DERGROUND UTILITY INFORMATION SHOWN WAS scale: AS NOTED ` (X 19.69, 564 '�;rr ' ,' "�3 „J , _x s /' / �' / , OBTAINED FROM RECORD DATA AND FIELD Q \ x \ nN x 1532 ► / .. ,�11 cB7 Er ,./ / r'` J, �r - _,r ✓/ LOCATION. tr \ \ x$4t� , r / /' f , project number. 17106.000 a1512.45 ,'✓ f/ s:- x1279 \ ^{ - x / � v k29.9t O �oo loo x10.29 _- _i--U /r b�.` ��0..�7h1` .- §. sheet number h + T- c --- -- THE EDUCATION LAW OF THE STATE OF NEW YORK o m. ,`` . c sr e * '`r r f t;. Feet F PROHIBITS ANY PERSON FROM ALTERING ANYTHING N p x8 � =. °,"'s: ru L7 n I IN THE DRAWINGS AND/OR THE ACCOMPANYING F .� 4. SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION o SCALE. I t1 SOS OF A LICENSED PROFESSIONAL ENGINEER. WHERE N .- Southold TcFj SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL Plannin Board El ENGINEER MUST SIGN, SEAL. DATE AND DESCRIBE N THE FULL EXTENT OF THE ALTERATION ON THE W / DRAWING AND/OR IN THE SPECIFICATION d (NYS ED. LAW SECTION 7209-2) M; oun on ,DesigPDesign,P.0DesignP.C. Design,P,C, GDes1gn,P.0Founon Foundation Foundation Foundation 'SL-BEDROCK-GRObWWAVIt. Solt.ER)ROCK GRW"ATEA 93L•CROCK•GR(XMWA'1ER -SOIL•I3040CK'•GR{110WAW9 5UL-et)r+,!_K•CRrJLFDWMER Test Pit Log EXIST. GRADE: 16.87 Test Pit.Log EXIST. GRADE: 26.72 Test Pit Log EXIST. GRADE: 20.11 Test Pit Log EXIST. GRADE: 20.86 Test Pit Log EXIST. GRADE: 20.44 Rroject Nn. 4402.0 Page 1 of i Test Pit No. '11518-1 Project No, 4402,0 Pogo 1 of L Test Pit No. 1P18-2 Project No. 4402.0 Page i of i Test Pit No. 616 3 Project Na. 4402.0 Page 1 of 1 Test Pit No. 818-4 Project No. 4402.0 Page i of I Test Pit No. 818-5 Project Name Vineyard View,North Ro (a�C ty route 4$,Southold,New York Project Name Yineyard View,North Road/Countymute 48,Scud wki,New York Project Name Vineyard View,North RoadJCounty route 48,Southold,NewYork Project Name vineyard View,North Road/County route 48,Southold,New York Project Name _Vineyard View,North Road/County routs 48,So,*,1d,New York Client Confer Rea LLC,1000 University Avenue,Rochester,New York 14607 'Client Confer Realty LLC,1000 Univer " Avenue,Rochester,New York 14607 Client Conifer Realty LLC,1000 Univers Avenue,Rochester.New York-14607 Client .Conifer Realty LLC,1000 University Avenue, New Yak 14607 Client fen l lt'L �X �y Con Realty LIC, 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.Beyer Elevation Weather cloudy 130s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-241 -18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Say Date Started 1-24-18 Completed 1-24-18erator Jay OP ' Backhoe Subcontractor , Terry Contracting&Matferials Equipment CAT 325D Eiccavtor i3ackhoe Subcontractor TExry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor _Terry Contracting&Materials Equtpinent CAT 325D Excavator Baddtae Subcontractor Terry Contracting&Materials Equipment GAT 325D Excavator Backhoe Sidreentractor Terry Corrtractirxj&Materials Equipment CAT 3230 6uca•raror i Depth Depth Soil and Rock Classi icatiom Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Claesifidations 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 013" TOPSOIL 018" TOPSOIL TOPSOIL 0101, Firm tan-light brown moist SAND,little m-f gravel,trace sift Firm tan damp SAND,trace m f gravel,trace silt Loose tan-orange-brown moist SAND,trace m-f gravel,trace silt Loose tan-light brown waist SAND,trace c-m-f gravel,trace silt Loose tan-light brown moist SAND,trace c-m-f gravel,,trace silk 1300 Walt Whitman Road,Melville,New York z 1 2 1 2 2 11747 Phone 631 300 1010 310" W owner/developer: Firm tan-brown moist SAND,little c-m4 gravel,trace silt Firm tan-brown-orange moist to wet.SAND,little c-m-f gravel trace silt CONIFER REALY LLC 4'0" 4 S••1 2'-4' 4'O" 4 4'0" S'1 2,-4. 83 E.Main Street,Suite 600, Firm light grey moist SILT,little rrrf sand,trace day Compact tan moist SAND,little m-f gravel,trace silt Firm tan4xown moist SAND,little,m-f gravel,trace silt Rochester,New York 14604 6 6 6 6 Site/Civil Consultant 8 S-1 6,8' 8b" Firm orarige-tan saturated SAND,little silt,little gravel,trace clay 8 8 8 10`6" 1010" O 10'0" 10 10'0" 10'0" Test pirterminated at 1.016"10 0 Test pit terminated at 1010" Test pit terminated at 10 W' Test pit terminated at 10'0" 0 Test pit terminated at 1011" L K MCLEAN ASSOCIATES, P.C. Nom: Notes: Notes: Notes: Notes: LONG ISLAND, NY 1. Sides"collapsing upon completion, 1, Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides colla s' upon completion 437 SOUTH COUNTRY RD., 2, Waterat8ro". 2. Test d upon completion. 2, p m9 BROOKHAVEN, NEW YORK 11719 3, Staked.bcationsand elevations provi8ed by L,K..Mclean. �dry � p Dry On completion. 2. Dry on completion. 2. Water at 9'b", Tel: 631.286.8668 12 3. Staked locations and elevations provided by L.K.McLean. 2 3. Staked locations and elevations provided by L.K.McLean. 3. Staked locations and elevations provided by L.K.McLean. 3. ¢Naked locations and elevations provided L.K.McLean. VINEYARD VIEW Foundation NORTH ROAD Foundation - Foundation GDesign,P.C. Foundation - foundation Design,P,C. Design,PEC� Design,P.C. Desidn,PEC. TOWN OF SOUTHOLD, N.Y. 11939 SOIL-BEDROCK-GROME)WATER �� sat.•BEOROCK•GROLMWATM SOIL«BEDkOCK-CROLNDMITA Test Pit Log EXIST. GRADE: 21.62 53L-9EDRM-GR0LA'0wA7R -sat--iMROCk-15ROEVDWAUR Test Pit Log EXIST. GRADE: 20.27 Test Pit Log EXIST. GRADE: 20.62 Test Pit Lo EXIST. GRADE: 22.70 Log Test Pit Log EXIST. GRADE: 22.67 Project No. 4402.0 i+age j of 1 Test Pit No. B18-6 Project No. 4402.0 Page I of 1 Test Pit No. 618-7 Project No. 4402.0 Page 1 or 1 'Test Pit No. 818-8 Project No. 4402.0 Page 1 of 1 Test Pit No. 018-9 project No. 44020 Page 1 of i Test Pit No. Big-10 Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View,North Road Coenty route 48,Southold,New York o' N 7 / Pr jecu ame Vine and View North Road/ aun route 4$ Soutthold New York Project Name Vineyard View,North Road/Courhty route�IB,Southold,New York Project Name _Vineyard View;North RoadjCo"route 48,Sout id,New York Client Conifer Realty LIC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rodhesterc New York 14607 Client Conifer Realty LIC,1000 Unirershly Avenue,Rochester;New York 14607 Client Conifer Really LLC,1000 Uniyeryhty Avenue,Rochester;New York 14607 Client _Conifer Really LLC 1000 University Avenue,Rochester,New York 14607 Illy Elevation Weather Cloudy 13os 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 J 30s Technician T.Beyer ' . ., l Date Started 1.24-18 Completed 1-24-18 'Operator ]ay Date Started 1-24-18 Completed 1-24-18 .Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-29-18 Completed 1-24-18 Operator Jay ,Date Started 1 24-18 Completed 1-24-18 �bperator Jay %%�" '�; '�%�� ls�`:k%;;'';"�; Backhoe Subcontractor . Terry Contracting&Materials .Equipment CAT 325D Excavator Backhde Subcontractor Terry Contracting a Materials Equipment CAT 325DExcavatnr Backhoe Subcontractor Terry Contracting&Materials Equipment CAT325DExcavator Backhoe Subcontractor Terry Contracting ltMatrrials Equipment CAT 325D Excavator Backhoe Subeontraitor Terry'Contiactirhg SMaterials Equipment CAT 325DF_htcavatxhr Depth Depth Soil and Rock Classificatibns 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 OB" TOPSOIL lro" TOPSOIL fro" TOPSOIL 0`b" TOPSOIL 016" Loose tan orange-bivwrt moist SAND,IitNe silt,trace c-m-f gravel Firm to compact.grey damp SILT,some clay,ttade.course sand,trace Firm tan-orange waist SAND,little silt,trace rrt-f gravel Firm tan-orange moist SAND,little e-m-f gravel,trace silt. Firm tan-orange moist SAND,little em-f.gravel,trace silt. fine gravel _ 2 2 conifere, WEAL 1srATE DEYELOrMENt.COrETRYCTIOY A MA.AQEMEMT 4 S-1 2W 3rQ 4 4 Firm tan-browfn,moist m4 SAND,little c-rrt-f gravel,trace silt.. se/✓, 'i`,.`, `"' ~. 1� 6 6 S-1 4=6' 6 6 6 .f'; 'v 810" 13 811" 13 1 B10" � . fr i'j.•�g <u`.' , I Firm light brown-grey suet SAND,.little c-m-f gravel,little silt Firm light brown-tan saturated SAND,little c-m-f gravel,trace hilt Compact light brown wet to saturated SAND,tatle c-m-f gravel,trace M scot J 10'0" 1010" 1010" in" CD 0 Test pit terminated at 1010" 0 Tot,pit terminated at 1010" S-1 8,10, Test pit terminated at 1010" S-1 8,-10, Test pit terminated at 1010" Test pit.terminated at 10'0" Issued date description 'C 110 1 L Notes; 12/19/2018 GENERAL REVISIONS M Notes; 1, Sides stable upon completion Notes; Notes: Notes: 1 1. Sides collapsing upon completion 2. Dry upon completion. 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1, Sides collapsing upon completion D- 2. Waterat 9'6': 3. Staked locations and elevations provided by L.K.McLean. 2, Water at Sir 2. Water at130", 2. Wateral:SW" U1 12 1 3. Staked locations and elevations provided by L.K.McLean. 1 12 1 4. Standing water was'ob served adjacent to the best pit. 1 12 1 1 1 3, .Staked locations and elevations provided by L,K.McLean. 1 12 3, Staked locations and elevations provided by L.K.McLean, 1 12 1 1 3, Staked locations and elevations provided by L.K.McLean, LL_I U 0 I 0 o " " Foundation Foundation "° o 7 Design,P.C. F;.. Foundation Foundation Design,P.C. , u Design,P.C. g . ©est n P.C. 0 r` issued date description j Project No. 4402.6 Page 2 of 4 Test Boring No, B1.8-1 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 Project Name Vineyard View North Road Cou Route 48 Southold New York a, Baring Log EXIST. GRADE: 32.09 Project Name Vineyard View North Road/CountyRoute 48 Southold New York Project Name Vineyard V'leiv North Road Cou Route 48 Southold New York Client Conifer Realty, 1000 University Avenue Rochester New York 14607 Client Conifer Really, 1000 University Avenue,,.Rochester New York 14607 Client Conifer Realty,1000 University Avenue Rodlester New York 14607 3 Project No. 4402.0, Page 1 of 4 Test Boring No. 818-1 Elevation Weather Cloudy/30's Engineer T.Beyer Elevation Weather Cloudy/30's Engineer T. Beyer Elevation Weather Cloudy/30's Engineer T.Beyer Pr6ject Name Vineyard'View,North Ro;d/County Road/CountyRoute 48,'Southold,New York Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis Date Started 1-24-18 Completed 1-25-18 Driller J,Loomis Date Started 1-24-18 Completed 1-25-18 Driller J.Loomis Client Conifer Realty,1000 University Avenue,Rochester New York 14607 Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck v Drilling Company, TareDrllinC . Groundwater:6'0" DrillinEuimet-CME-75 ruck Rig Drilling Company: Target Dllin 'C . Guwater6"0" Drilling Equipment 75Trock Ri Elevation Weather Cloudy/30s Engineer T.Beyer NE p Date Started 1-24-18 Completed 1-25-18 Driller J.Loomis Blows Per Six Inches Visual Soil and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications Drilling Company:.Target Drilling Co. Groundwater;60" Drilling E ui meat CME-75 Track Rlq N e ar» lDepth eo PN ample Depth N ample Depth U Blows Per5ix Inches Visual Soil and Rock Classifications Ft. 0"16" 6"/12" 12"/18" 18"124" Value No. Remarks Ft, 0"/6" 6"112" 12'"/18" 18"/24" Value No. Remarks Ft. 0"/6" 6"/12" 12"118" 18"/24" Value No. Remarks co N 5ample Depth 9 10 Stiff grey moist CLAY,little silt,trace m-f gravel Very dense light brown saturated m-f SAND,little sift Ft. 0-16- 6"/12" 12 18" 18"1:24" Value No. Remarks 11 15 21 10 30'-32' I WH 3 TOPSOIL 1'0" C 2 4 5 1 O'-y Loose broom wet c-m-f SAND, little silt, trace m-f , „ Q' gravel 64'0" 1 1 351 65 Very dense light brown saturated m-f SAND, little silt 95 El 0 2 4 3 2 21=4' 4`0" 13 15 5 15 18 Compact brown saturated c-m-f SAND,trace silt S-il Hard 28 50/ta 50J6 17 b5'66` title 6;6" 17 24 32 it 35`-3T lZ 18 25 36 3 4'-6' Very dense brown moist c-m-f SAND and SILT, little a-+ 23 .24 mf gravel SOIL B 45 40 69 1 4 6-8' 40 70 100 13 50 S0 5 8`�3' 8 11 10 38 50/3 50/3 18 70�7oq' 28 39 1 LOGS w 23 28 12 16 23 12 40'-42' S 12 Stiff 40 44 79 21 1001402 102'0" C 18 15 46 6 10'-12' S-6 Dense Boring terminated at 102'0" v 13`6" a Farm brown saturated c-nrf SAND,little silt,little 45 3 m4gravel 75 105 0 is 10 12 1 .7 12 p 6 7 15 i9 27 13 45�47� ''13 Hard S-19 Compact 25 50 37 19 75'-77' a 6 12 13 7 W-17' a drawn by: BRC •C 50 80 110 checked by: CFD a� 20 8 1.1 t"` scale: AS NOTED 0 10 6 13 20 24 14 50'-52' S-14 Stiff w ., ; � C' 6 6 12 8 20`22' ;,-•� r� o F F_n `x project number. 17106.000 0" CL �u4hold Town 25 Very dense brown saturated m-f SAND, Attle2slft0,I 55 li 13 Compact brown saturated c-m-f SAND,trace f gravel, 85 38 42 115 L. 1 28 27 trace m-f gravel trace silt P�nning Go,-.-d rn sheet number 21 25 34 15 55-57 - S-20 Very dense rn 31 29 58 9 25=27' 28'6" Notes: 5D/4 92 20 85'-86'4 Notes: Notes: THE EDUCATION LAW OF THE STATE OF NEW YORK 00 Notes: I I PROHIBITS ANY PERSON FROM ALTERING ANYTHING cV o 1•Water at 6r0". 1.Water at 60". 1.Water at 6'0", 1.Dry upon completion. IN THE DRAWINGS AND/OR THE ACCOMPANYING 2.Bore hole backfilled using auger spoils, 60 2.Bore hole backfilled using auger spoils, 2.Bore hole backfilled Using auger spoils. 120 2,Bore hole backfilled using auger olls. SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION /1 N $0 9 P 90 9 g P OF A LICENSED PROFESSIONAL ENGINEER, WHERE `/J N=No.of blows to Drive-•Spoon 12"with 140 Ib.Wt. Ea.Blow N=No.of blows to Drive-Z Spoon 12"with 140 Ib.Wt.�Ea.Blow N=No.of blows to Drive-L Spoon 12"with�Ib.Wt.,�Ea.Blow N=No.of blows to Drive "S con " SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL p p ? with 140 ib.Wt, 0 lEa B10W ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE N .- THE FULL t7CTENT OF THE ALTERATION ON THE ly / DRAWING AND/OR IN THE SPECIFICATION iL (NYS ED. LAW SECi1ON 7209-2) a IMPACT ON NOISE ODOR& LIGHT: NOTES: ��a 1. Prior to start of any construction activity, notify the �e j• LIMITS OF BIOSWALE / Town of Southold Planning 8E Engineering Departments 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE FLOW 3 >7 S e STORMWATER —� e3 RETENTION AREA SITE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE n ,2' E a minimum of 2 business days in advance; An NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN n SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. EXISTING TREED / _ .--'' inspection is required of the installed turtle barrier , AREA TO REMAIN LIMITS OF RAIN / i"�•-...� _ 42738' -"'_-~'-� f fencin aka erosion control revention/silt fencin b 2• IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR :. k UNDISTURBED GARDEN / /' r '" '�•.._,,,,� 9 ( p g) y a-VERTICAL CARDENATER ,' / f` - ' Town Engineer's office and Planning staff prior to SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECt SARY BY THE ENGINEER PRIOR SLOPE FACE f' �✓` j g g P TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. RETENTION AREA .� / SILT .' NCE {'IE. -LIi;A1TS , �`�"„ / I a OF�tt ORK//" ' _�_S 21 e: clearing. 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO V /% / 33 BEDDING DETAIL 2• Refer to Sheet E1 - Existing Conditions & Removals for DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE ANGLwildlife habitat protection measures to be enacted prior PREVIOUSLY USLYLAIDBALE.FIRST STAKE ARD , P p CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A pREV10usLYLA1DBALE. \ /STORM$IOSWgLE/ WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED =^ c.`^ n< " '' wgTERRETENT ff � / y , /♦ to site clearing. TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. c: zG AREA SW 'IMITjS OF��'b0 51=TBAC // / \ U OF PROPERLYFlOvr / (OFFSET)/10 yVETLANIS r /, i` 3. Construction activities shall only occur from 7:00a.m. 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL Y� -- I ! .0 NST�/CT s nD i E DELINEATION' (BY,�W. / /t' f to 6:00p.m. on weekdays and Saturdays; MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. 22 /FENCE DELINEATION/ AN-,LAND SE 0 /` E,PLOGICAL ERVI , , s9 ' /� ,/ ; / N 4. No construction activities are permitted on Sundays, 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL I. NC.) PLICAL) / ' f /' / e� ear-round, or the following holidays: PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE '''�` �� BOUND HAY BALES 1300 Walt Whitman Road, Melville,New York f q i 11:2 i % . O i / / / ,�/ � { \ '� y F SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; ��^� ^ PLACED ON CONTOUR 1 1747 .' \ New`fears Day .�, � Phone 631 300 1010 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM = 4 t 2 l RAIN. I / / f /� F 2 RE BARS: STEEL PICKETS OR a I I� I '", GARDEN LAWN / a° ~ o Memorial Da BEING TRACKED ONTO CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS -_ 2"xrSTAKES1Stor IN GROUND. p i N t I OARDEN/ BLDG.1(TYPE C) O f / / y DRIVE STAKES FLUSH WITH TOP OF PERMANENTLY STABILIZED; owner/developer: ca u Oat I I . ; R�ENTION I FIN.FLR.EL.=2325 ° /`F / ! % f / Independence Day (July4th) HAY SALES w x ), 'r. ` AREA S , 1 / 4 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM ANCHORING DETAIL CONIFER REALY LLC i / .I'e ENCH (TYP.) o �f` J /'� r , Labor Day TRACKING ONTO PUBUC ROADWAYS. 83 E.Main Street,Suite 600, ° / / // /'� /♦ Thanksgiving13. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH STRAW BALE DIKE DETAILS Rochester,New York 14604 �•'" , .. , / / ♦ OF TIME AREAS ARE EXPOSED; Christmas Day s, CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN Site/Civil Consultant ,;; ;-�.:� ;✓"'' ,;�%�4 � <;,��y'� :: ,d°f r 4 � ENGINEER; 1 I / i5! s NO TO BE `�� '`- `< ' ;,;;. =,,FYy<,.;��4,,,a,�* ';;:„•`. DUM STER // /� ® 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS DIST BED ,ia r. � ;.!•�="�?"' 'y'` x _ ,) / '\ REQUIRED; t a4;;,.-,,' ,>�,., ;,;, �%`"" �k'�y"'� /-~"" ,✓ �♦ Tr � 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND SITE LEGEND � �;: :, �,��,';� 9 :>.� �;�;;;� ;�la,.;<;; � � ✓,/' � , FLUSHED OUT AS NECESSARY TO REMOVE ANY SILT AND DEBRIS; • '°�y;' 3 ;1/��/.j w :, +�, / j / 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE 2 %•<;;s' ,p r" ITS F RAIN / �� / � EMPLOYED. PROPERTY LINE - - - - / ARD4 / / l , _ / L K Mc LEAN ASSOCIATES, P.C. PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S EfiENT10 AR _ 13. ALL ET VEHICLES --Cj�}- PROPOSED CONTOUR LANG ISLAND, NY j y 437 SOUTH COUNTRY RD., 14, SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE EXISTING WOOD LINE BROOKHAVEN, NEW YORK 11719 I q EX. 12" y 1; ;'. BLDG.2(TYPE B) 0 10'fk 10! i OF EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR• Tel: 631.286.8668 / J a NTENAN E CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON WITHIN THE SILT BLACK LOCUST 1'_ ?%,,.;5 ,= a FIN.FLR.EL. 23,25' PROPOSED CONCRETE CURB NOT TO BE s o y:,.:" e+ / / S D �r ? 1 S. ANY CO �. DISTURBED •: °':>4£' BENCH (TYP.) " / / r� FENCE TO ALLOW THE CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. ! G s , < a ,_ OUMPSTER DUM ER '' CONSTRU ON ;ry% °;.;x;, '.:'/;, o , j/ 16. SHOULD A LARGE SPILL OCCUR, TH£ PROPER AUTHORITIES SHALL 8E NOTIFIED AND REMEDIATION —x x- PROPOSED CHAIN LINK FENCE ENTt4 1 CE , •:: 4 ,tl x p ; -':r; '- yX o ( r IMITS,,OF ip6's, A� , SHALL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. „., ...•< , .>.,.;:-', '.,'.:.>.:' .,:„."..:,:^;er:,- '':;.::' .. ., . ,.....r:a.,s�• r;,,„ _.. :hG (OFFSET) Q W LAND lu crJ,.__. ._.__„_. // ST GA / N C. -_ OR HEAVY EQUIPMENT, VEHICLE PARKING MATERIALS AND STOCKPILING FUEL NC °- . . ,� �/ / c oR Rp 17. A STAGING AREA F Q PROPOSED SILT FENCE '-' _>..s ,;: „.: ;4;y,>'';";.,• ` o o ! RQHrMWq��'+Y ' DEG 0 ' STORAGE AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM --p-- VINEYARD VIE W o.,,. . ® "''. oN �, / ,BowM -tAttb USE' (LIMITS OF CLEARING) o r o qR //{J f WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL BE ENACTED. ECOLbGICAL SERVICES, / f •,; "_, NORTH ROAD zG c TP-9 ING�) ( ICA / , -o- PROPOSED CONSTRUCTION FENCE TOWN OF SOUTHOLD, N.Y. 11939 22 o -PLAYGROUND s� �t.- }' ..�.,��z�,:=�: � '':�4„<:..,,;' >• -DISTURBANCE PROPOSED NON O w,a/• R ."':Y'!:' - Y / � O I , V� Yj- '.S,rrr 1 i ,< BUFFER O- O %o r. „,'.. BLDG.d(TYPE A) BLDG.3(TYPE 6) x>„ t FIN F R. � L / a / ,,:�< � PROPOSED TREE LINE W O FIN-FLR. �� 'd LA N .✓. EL. O i EL. r c BLDG.6(TYPED N I / x' / F7- FIN. ice, FIN.FLR. 23.25' /Y/� / Ift L:f- \ P Rql b _ , ”. N e. G /F '�� — PROPOSED ADA HANDICAP s ry"` R / � 23.25' ! .. l ,a.,.. MvJ / •"t AN 23.25''fi'L f 'b /. ��%� FRESHWATER i' 2005 oN .� ACCESSIBLE PARKING STALL / 4YP.. <;t :3, .J'dYl{F':':. .I y',(,[.!/, .`% . 'b :Ps'rti .Ci .• T !F • y n '�'>:". ,,., ,< ,:'6. ..., i �, 'w::!',..•.stry,;i/"i':; y3 //„> qy;/..6c', ;.i;.3'•�'' Sw :' .5� t ,,4J<,�, , ► ':��:� ';�> ;., � 10 s'" WETLANDS BY C.W. !�`':C`t% 5:. " � i /' BOWMAN, LAND USE ESI., OIla \ ✓ R ADA HANDICAP ,r%r :�,da✓ .. 'v' 1s4 . r ,f PROPOSED D , y4,:, . , a ,<,,. ,� NYSDECODD TW x. o �. �h, / „d, :•::= s''::." AFFIRMED BY TWO E 3 , =:4->��_ ,�-'; ,,�: <, ' � \ � / � � ACCESSIBLE CROSS WALK - ;r, ;<, '.fr<;F�,�;�.:, ; � CCESS BLE .f�OPO ED S1L1' FE E , SILVER MAPLES � � • c'y�,<.: ,::� ``yam <"'' _ /,, .>< `:w=. , �/ LETTER 6/20/2018 N T TO BE R� ;as,z pTP- ., TMM i' %'.:h;;r r.:;« %rz,; 9 INST ED T THE/ / / P • / NG / / DISTURBED ` `' a:�' LINT tTS OF CLF�4RI +' AILBOXES .., „,,.,.... �- . --: µ :". i i PROPOSED BUILDING fry;', ...; FIN. FLR.EL. >� �y ' j � RILtt� 1' r A D � m . . .. <,,., ,. . ,. . y ,.. .• .. .d �,.. ,.,,; .,,.,,. : ...., FINISHED FLOOR ELEVATION 7 n PROPOS / /• yr sf" h f .,, ,: e ,r<, ,-., ':,.. '..s ®','%%i' '.>for �tls../"i.® ,f,Yr. coniferg� MEAL ATTAi[OFYEIOfMF . bNtTlfa CTION ti NAWAG EMFNT �;. ",,.:, CONSTt2UC ON FElSCE / /` / IIT C %� PROPOSED ELECTRIC rt ® ` ,s ✓3:< 7 //. AROUND THE PERIME? , / `"'WSJ•; - <,✓ , <>,.q ;r < :w;` f' TRANSFORMER 1 r.,' 1 r,' OF PR ECT / 6 FIN.FLR.EL.=29.0' ',' OJ yr��/ F .„,', ire.;� sx �. �\ i yy,n BLDG. / f B G PED / i. ) (I`Y r R • PZ .F 4,h 3 - PROPOSED DRAINAGE SWALE DEVICE O ;;, FIN.RR. sea l' 1 t ayW. 1 EL.- F/ i F ,.>,,,y� L) y,FA.SVJ 23.25 y RRCIL�IVI%J4[\ RAI ,•,YH,N"`,:&' �" •, I �, BW L:E7SY N G I Vit., >>' N GAR u "' / J v" GARDEN/ - ST N/. ,: / / , / PROPOSED LEACHING BASIN k`' STORMVy ORMWg7ER s / / 3 6` fY / / Q ON56LT ATER a° :` / , , / ETENTI �• NT)ONq oN Rte; W SOLID COVER #K �HEETI L1 a' ; ,,R e >� �,%h,�;„,:u ./ ✓ j' ,/' ® .�” � FOR �3 ET STRt TREES 1 / \ I BLDG.S(TYPE A) : PROPOSED LEACHING BASIN T0;BE I j ik �•-,--� FIN.FLR.EL. 25.157 . >F' .' ! ✓� W OPEN GRATE �� 3 ESERVED // \� v ��;_ // / // r /%' / i \�1!` .� f � \ ii ;.tF�, �t �`-' / i i '�` "-r. ;fit.-• /� IM OF N ” O 34 32 GARDEN / \\\ p PROPOSED CATCH BASIN '== STORMWAT ,� \ ...... \ s i TYPE C-2 �, 1\ ETENMON AREA / _ iI "'.': `N N\. ' / / /' / �F / / / / _ y T. -r N kms`"' ./;�;�/„ ,' /' issued date description RgINGARt7E `' T "� PROPOSED DRAINAGE MANHOLE O r N / / •� 'r SILT FENCE IE. MITS/OF BjO5WA / � R�roRMw A \, P LIMITS OF ✓ STORMWATER f I T `JVNARR \ ,/ / ,/ /'� 'f /� 1 7-19-18 2005 WETLANDS DELINEATION L i RETENTI td AR '� SWS - 22 SA ITAR �. !' / / / / r L,I woRK 7 LIMNS OF IN �' ._!� f/ 2 12/10/18 ADDRESSED 10 2-2018 TOWN GA EN i / / 0 LII EXISTING TREED /RF7 � f l .. ION , OAREA TO REMAIN ST MWAT R / .-' r ; / / �/ r ,/ s. 4„ 1 / ` COMMENTS� i .•� . \ // ,/ f , �" SURFACE LEGEND• 3 1/3n9 DRESSED 12-21-2018 TOWN UNDISTURBED ION EA f s ~. / r /� / / �' ' / ' / f - PROPOSED ASPHALT COMMENTS I Q / / Sd0 1 ETA P `� / / f °! / / ,¢ i'/ / / / /'/' '� `' %f' PAVEMENT 4 1/23/19 ADDRESSED 1-17-2019 TOWN P MIT F ' SETBACK / �/ / U- / .M/ I ,`' / rbUMP R / / / l/ w;,/ >3:,a / COMMENTS / � \ /` r` / T` /. (OFfStl) WETL4ND X~ / / / /•(TSP / t �IN� / , / /'' / , / 5 2/8/19 ADDRESSEDTOWNCOMMENTS 1� GARDEN / , / % i DELINEATION (� C.W: / / �� f/r` // / ,�` STORMWATeR �` ;` / /� ' f / PROPOSED CONCRETE 0 ,� I OW!u� J -/LAND USE r ~' / ' � R�tE^rrIONAREA r IMIT OF 100' S BAC ' � j 6 2/12/19 ADDENDUM#1 o a EC9LOGIUAL SERVICES / ,t ,/ s' / f ! i i / / \ * sw9 '� �` /� - PAD, SIDEWALK 0 INC.) ( ICA •• ,; /°! / // /� /� . /; (OFFSET),TO WETLAND/ / / f / j ,� , f DELINEATION (�Y c.w OR PATIO � P p / , ' ,s , ,' / I ,/ f /'� LI S C 100% /' / , 'i /BOWMAN-LAND USE / p �� / LIMITS OT RAIN /SETBACk (O ET)''f0 , / ECOLOGICAL :SERVICES ,' / ' ARDEh1 ,/ W ND uN fION INC.) `PICA'4 �3+ PROPOSED BUILDING issued date description o / (BY C.W / l �\ /, STORMWAT£R / / f 3�' PROPOSED LAWN AREA I \ / / RETENTION AR OWMAN-lA tS US ,f �/ / EC OGICAL�SE9C1 ES, ,3 � / I C.) (TICAL D / / ' / �// / ` / / / f ' J-0 PROPOSED VEGETATED AREA o / �s`� / ' / ' / ' ,% •; /�f i. / / MITT'S OF R N' PROPOSED RIP-RAP GARDEN// ORMWATER / I ; / `f �' '~`,C , // / , ; R NT10N AR j / % / / !'/ s'� - RAINPROOSED STORMWATER GARDEN OR B OSWALE co 00 LL_ ,� f ,/ / / +' CONCRETE I / PROPOSED S 6p: / ,r� FLATWORK / _ l / O _ / i /� ! // q f i (1 000000 �Y f ,, ,� / / (0V o PROPOSED PLAY SURFACING /,• 0000 o title "I EROSION & o � / ,� .� ; �` �,, ,, ,✓°� SEDIMENT I p 64 ' ` / 3C MIN. �� "s `�- '' - ��/f— It--.rwe. �.a� CONTROL PLAN WT IV� "a Risj- / 1 N.T.NIMWOI y 7 ii.f 41 v ♦` �,/ ,+ Y * y � � err %`".$,�.S"'' i '4,,•F``�yF,� �r. SITE PLAN drawn by: a 1 „ , PERSPECTIVE VIEW L J SCALE: 1 =50 T f*• �rvk.- ,� r � checked by: CFD N O 5O 1I FENCE POST ��M�D 36"MINIMUM 2 x 2 @RINICIW WIWY2-fOI.M,gRR[OM,[,IY M51V,t N).WAxT.Nrt1fDALM.9Y9t[A 4pM•"l.•i.uORurs a+40M1/O.O•„•li CL o U Feet -r'^- p 7 scale: AS NOTED EAKE WOVEN WIRE FENCE E Q SHEEIINo (6 x 6-10110 o i I PLAN M project number. 17106,000 DO t SMITM1:1 OR nASUWr R FILTER CLOTH r) s P n n< !� S( a) C O O °� D a O O O 5'�uif'�old To',vn EMBED FILTER CLOTH R o D Panning E'�o_;rd sheet number I MIN.6"INTO GROUND i CONCRETE WASHOUT DETAIL ,� n _ THE EDUCATION TAW of THE STATE OF NEW YORK V- N.T.S. &* PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O NOTE: XIMUMDRAINAGEAREA WL MrDow �� IN THE DRAWINGS AND/OR THE ACCOMPANYING 112 ACRE 1 100 LINEAR FEET CROSS SECTION SPECIFICATIONS, R FES ITS N UNDER THE DIRECTION N �� SECTION DETAIL OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL (V ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE TEMPORARY CONSTRUCTION ENTRANCE THE FULL EXTENT OF THE ALTERATION ON THE SILT FENCE DETAILS DRAWING AND/OR IN THE SPECIFICATION / (NYS ED. LAW SECTION 7209-2) CONSTRUCTION TRAFFIC MANAGEMENT NOTES: PROPERTY 1 - - - 1. AREA SPEED LIMITS ARE SHOWN ON CONSTRUCTION TRAFFIC MAP BELOW. LINE (TYP.) , , - - •� /// \ ....� 2. THERE ARE NO SCHOOL SAFETY ZONES ALONG THE PROPOSED CONSTRUCTION 1' • •i� ��! VEHICLE TRAFFIC ROUTE OR WITHIN 1,000' OF SITE. A SCHOOL BUS STOP AND OPERATIONAL HOURS ARE SHOWN ON THE CONSTRUCTION TRAFFIC MAP BELOW. j �► .� � ' '�'� �"•`-..�. 3. RESIDENTIAL NEIGHBORHOODS ARE DEPICTED ON THE CONSTRUCTION TRAFFIC ♦ '� - - " +. MAP BELOW. ♦ STABILIZED NON— - , CONSTRUCTION DISTURBANCE /�/' � WETLAND - _ /� 4. CONSTRUCTION ACTIVITY IS ANTICIPATED TO OCCUR FEBRUARY 2019 THROUGH ENTRY BUFFER —,'� , -- LIMITS ' . APRIL 2020. ACTIVITY WILL OCCUR BETWEEN THE HOURS OF 7AM-6PM ON RS AREA /� �'��\ � `' (1YP.), - , WEEKDAYS AND SATURDAYS. NO WORK ON HOLIDAYS DESIGNATED ON SHEET (NP.) ,/ \ - E3—EROSION AND SEDIMENT CONTROL PLAN. �1 PRS �•� \ \ 1300 Walt Whitman Road,Melville,New York P p� \ ♦ - 5. TOWN PLANNING OFFICE TO BE NOTIFIED A MINIMUM OF TWO (2) BUSINESS 11747 ♦ Phone 6313001010 DAYS IN ADVANCE OF ANY SITE ACTIVITY AND/OR CLEARING. ♦ < \ /,Y�,; �� -- owner/developer. \ \ .01 1 \ -- �- �/ 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 � AREAS TOP \P G ) •� i \ \ i 1� f 7. PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE IS DESIGNATED AND DETAILED Site/Civic Consultant PROTECT & 0`1 S R ON CONSTRUCTION TRAFFIC MAP BELOW. ��p�EQ\�.�� i CLEARING \ \.� � -``'-e.. `� • PRESERVE S,�aGP�, i i LIMITS \ 8. REFER TO SHEET E3 FOR SPILL PROTECTION PROTOCOLS EXISTING (NP ) Y i VEGETATION \ .�---•-•-- _w,,�_ ; & GRADES 9. THIS PLAN SHALL BE PROVIDED TO ALL CONTRACTORS AND SUBCONTRACTORS /" NON_ J ACCESSING THIS SITE. � __J �� '�-��- DISTURBANCE ��"'� FUEL BUFFER AREA 10. DELIVERIES AND DEBRIS REMOVAL SHALL BE SCHEDULED NOT TO CONFLICT WITH SCHOOL BUS STOP TIME RANGES, AND SHALL NOT BE SCHEDULED ON L K,McL EAN ASSOCIATES,P.C. STORAGE & (TYP.) �� j PERIMETER SATURDAYS DURING SPECIAL EVENTS OR ON HOLIDAY WEEKENDS. LONG ISLAND, NY ♦ HANDLING LONG SOUTH COUNTRY RD., O ♦ AREA ` I I - .�`•�� WETLANDS— \" 11. DURING TIMES OF INCREASED SEASONAL POPULATION (I.E. SUMMER, FALL, AND BROOKHAVEN, NEW YORK 11719 C � MOORE S Tel: 631.286.8668 �� •� /• !� DRAIN SPECIAL EVENTS), CONTRACTOR SHALL PROVIDE A QUALIFIED TRAFFIC FLAGGER y ��• - / ' M I i (T•P) TO FACILITATE ENTRY AND EXIT OF CONSTRUCTION VEHICLES AS NEEDED. �0 , �� • ! //�/� - 0000 12. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND HANDLING, ETC. SHOULD BE PRE—DESIGNATED ' 'f! ♦ �• • • . 000 AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALLOPO VINEYARD VIEW BE ENACTED. NORTH ROAD DRIVEWAYS , •.� • - • ''00, / (TYP.) �. . - / TOWN OF SOUTHOLD, N.Y. 11939 •I . - , ' TOWN OF GENERAL NOTES: ' �- ' _ _ SITE „MAP S0 UTH 0 LD/G R EEN PO 1. SEE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS FOR WETLAND SCALE: 1 = 100 RT PROTECTION MEASURES. VILLAGE LIMITS 0 100 200 2. SEE SITE PLANS AND NOTES FOR OTHER CONSTRUCTION CONDITIONS. 73 Feet ■ coni e r _ REAL ESTATE DEVELOPMENT,CONfiREC TION!YENAOEYE NT NEW LONDON — ORIENT FERRY TERMINAL �! seal /��% s;. MOORES LANE MAIN SITE LOCATION ROAD 1_x.3 ° CHAPEL LANE CR 25 +, ,, issued date description - 1 12-18-18 ADDRESSED 12-17-2018 TOWN s-�' GREENPORT N 2^.�-i o � .-�� . (VILLAGE) 1 -19 ADDRM ED 12-21-2018 TOWN ROAD -� COMNTS U %, �1 ti,,, 3 2$19 ADDRESSED TOWN COMMENTS (CR �. GREENPORT K-12 SCHOOL & 2-12-19 ADDENDUM#1 .. (720 FRONT ST, GREENPORT) APPROXIMATE HOURS OF o OPERATION 7:30AM — SPM SCHOOL BUS STOP (CHAPEL LANE & CR48) J PICKUP TIMES RANGE FROM 7:30AM — $AM issued date description = DROP OFF TIME FROM 3PM — 4PM SOUTHOLD LONG ISLAND SOUND (HAMLET) �, MAIN r MIDDLE ROAQ r �- ' ROAD ....--- _ s ° (CR 48) PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE CR 25 � =- ` LEGEND - C, �` �•,, 55 MPH 50 MPH N SOUND AVE. J`(yw, title CONSTRUCTION 45 MPH (CR 4 8) - r TRAFFIC 40 MPH MANAGEMENT 35 MPH -v NORTHVILLE TURNPIKE (CR 43) %% ( PLAN c , v 3 TOWN OF SOUTHOLD ' RESIDENTIAL AREA BOUNDARY LINE OLD COUNTRY ROAD MAI CR 25 / CR 58 - - drawn by: LMY L.I.E. - - - i ___ checked by: CFD -If13- EXIT 73 RIVERHEAD E a ,� _ r scale: AS NOTED v PECONIC BAY - ,1� ' ` HAMLET F i,;;a project number 17106.000 a- ( ) CON STR U CTI ON TRAFFIC MAP OC 0 SCALE: 1" = 6,000' Nanning n�d sheet number rn " J DID) 0• 6,000• 12,000' THE EDUCATION LAW OF THE STATE OF NEW YORK OO LONG ISLAND O PROHIBITS ANY PERSON FROM ALTERING ANYTHING N IN THE DRAWINGS AND/OR THE ACCONPANYING O EXPRESSWAY (RT 495) SPECIFICATIONS. UNLESS trs UNDER THE DIRECTION C;0 CTMI OF A LICENSED ENGINEER, WHERE N SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL .fl r ENGINEER THEFULMUSTSIGN. OF THE ALTERAMOND ON DESCRIBE HE Fn_ taw cFr_TI 7202-7) DRAWING AND/OR IN THE SPECIFICATION RESIDENTIAL l e \ VACANT PROPERTY -_ // LONGISLAND SOUND f MOORE S DRAIN RESIDENTIAL ' -- "-'-'--- \ �' , N/F MYDON RESORTS INC. - \ (SCTM#1000-40.0-03-05.0) RESIDENTIAL ,DID) / (EASTERN LONG ISLAND C B SITE WASTE / �' KAMPGROUND) O 1300 Walt Whitman Road,Melville,New York HANDLING & , LOCATION 11747 MANAGEMENT _ _ Phone 631 300 1010 s t t owner/developer; 83CONIFER Ma nSttrLY LLC reet Suite 600, N/F SAMIR ATTIA �' \ �gl Rochester, New York 14604 �� \ (SCTM#1000-40.0-03-02.0) ��'' �� \\ `5�`' / 100 YEAR FLOOD LINE \ Site/Civil Consultant �N/FLUCINDA BARNES VACANT PROPERTY ' •' / (SCTM#1000-40.0-01-21.0) // o / `��--- - -- (OFF- RESIDENTIAL SITE ----- - ` KEY MAP N/F KENNETH ' N / ZAHLER \ \\ �' \ ��° �` SCALE: 1" = 800' (SCTM#1000-40.0 T_ y -01-20.2) �' , • ;, \ L K McLEAN ASSOCIATES, P.C. \ ` LONG ISLAND, NY / N/F. VILLAGE OF GREENPORT \ . � O � 437 SOUTH COUNTRY RD., / ^ / ! �� J ,t ' k (SCTM#1001-01.0-07-01.1) o \ ' BROOKHAVEN, NEW YORK 11719 / RESIDENTIAL / N/F WINE COUNTRY \ Tet: 631.286.6668 / PROMOTION LLC \ /// � tf ri ! f { fir•{ { r �; •® //i \ 1 / i f r t f i 1 {• f• I (SCTM#1000-40.0 \ t Y l i f .j Y { ; r t •---a---�• ® 1 r \ e j` - '{''' t � t 1 { J' t r €I r i t 3 �-- •-® P t.,,t.. f / . i` l i , f (•; r ,1: 1 r , t l i r t t•tt . -01-20.1) /• f � �r 1 r f � f ° f { # � f. f .�^ ' �f / , ;' r ,t' f � t r' �' �-( f i � f p T �'�-"-�•::® a... 1 . r / / t t t { f f f t f t i 'r' ; t � { 1 ! F € f p; s { ' i f J fi } � 1 1 � ' t 1 1 ,!• t t. ... kms I I �/�� / ' f K t t i (• { f ' 1 f 1 J' t f r j { f f F ` j s !•n r ( '�". --tom°' VIEW Y RESIDENTIAL / -OD z f f1 { ! fes.-�- .r iii ; 3 ( r { f r ' f t i { : - t1•f ' .t .f z I VINEYARD IE 1 � i` i '` `'_ �tF ' F• � B f f � F � 1 7 � � i � { rf � t 3 1 /-f ( j J �. 1 t � � I ; I I / 0 .0. t;: $ -�,` ' ! I NORTH ROAD I o 1 r' .mak° € f { J -i1 `� f' / N/F DONNA ! - f ' { ,< f j f •} l C�-� f j .., f { `-- F { 1 t ( f �. gLx. :c t i F i 1 Ft' j j i •� •i ¢ j •? r !•r' t AMP `� � € € tr r r •� ; a � f -F ;'. 1 TOWN OFSOUTHOLD, N.Y. 11939 CAMPBELL I �, r } � 1 � j(( j � l � ! P � � t � � � {" r" � 1 �• � �. � ? � � r ` ;•,da"�`�x f ,` >.'` J F fj j ,t F ` f {' � E •j Y � � ;y•f l SCTM 1000-40,0 / „•;..., i j t ,„ :. r } f f} 1 •j .r •f f f, i , f i ( # � `.�' ( f } v19� F 'f k t F , r•' •rz fr �r -.,.-....- t1.:: b' l { fj ,s: -01-16.0) f t 1 i t IF � ft { i i`• f' t s:. .r r, '„� f M1s,. v � � '} t •� f t f i.� �' f r •.,.': ,s.: \+. ! t i l , 1,,,., .• fO, r.,'" 1 t `P . f•. J /;i "�" r.: (tt. f f aq;,r ,�,r: �:Y ,< ,r : "' .»+s.,•.;; / VACANT PROPERTY 6 s1 +'; `''e .., % ,� •i f r f N/F DONNAS 1:.: \. \ €. >�'• i t { i •r 1. ate•"" '� t r► r: 'a 1 ' Ae CAMPBELL / \ ;`� .•� �`�: ��''� r .� )( ,,-,� � � ,. r = , +f /yi1' Y✓ '•t4:y \./ dSd`' .F .r/, t ( ¢ f i t r P eP, I / 0:"8 ,r ,.}L " `l' •'+ " e "�, f pjjJJ ! 9 d�' {t[ l/` l• y .i ;4 ,,.09 (SCTM#1000 40.0 -01-19.0 ' r°', K"�• ,,�';"':,a f> r f.r 1 N/F LAURENCE LOSCALZO \ �, ``;. 1;, x; ! : ., M : { }` { } j F .r f• ® / / RESIDENTIAL / �.� } �.,';'�`�n`,..,,,..; ,� ! � t r'i } •,�' � 7 (SCTM#1000-40.0-01-15.0) \ / / r/'1.... . *.' ' '' '. f # l /F ANNE WALSH` VACANT PROPERTY \ \ ' -' �' a € I 11 2005 FRESHWATER SCTM 1000-40.0 ?�,,' -,n, ;,, j�t1, '{ � K,f R u ' ; 1 '; { l / / ��`" ---- WETLANDS BY C.W. / -01-18.0 \ 1` 't 'c%�:`° ,..�e`i, •: . / BOWMAN, LAND USE ESI„ N \ .� t r RESIDE TIAL a / t F �,"' �` A F RMED D � �° I BY NYS EC P' � 7 r t 9' tM f r 1 (jjj r r Jfj � l �°<<`•' LETTER 6/20/2018 f f t r }r 4r a F n ferQ„ JJ u V N b M MA Atit [M ,s. tt t CTAT f f /ME T C ■ iltt:T10 M fl T wMv { f U' 4}� 1 } C / J , RESIDENTIAL\ N/F TIMOTHY QUINN �, , •e.h `-.-'�' ,- I` �"�°`" ,�. f y i 1 { SCTM#1000-40 (SCTM#1000-40.0-01-14.0) J ,1 j -01-17.0 \ * ✓:.,. f } t N/F VILLAGE OF GREENPORT \ ` ; { r } NtD�� i TURE3ANI 'BiJI FEI #r f r P Y / -01.0-07-01.1 / seal RESIDENTIAL f r r l r (SCTM 1001 /F RONALD E. \ # ) / / / .p"x •' r"ae. I .`.^. c f 1` { j f } P �k d { r f r j FF r t # f `/ / ��'N', . y` 'i(• ''/ � , SPILLANE J } f VACANT PROPERTY / 4 s^ ' t f d -.r-• gg t r F f f / l /�.7 i. .; y` � \ / 4 .{• '"" � � � 1 Yes f' 1 f � J � t * � 1 �I � -f-.t'ti.. j f { f f � F t '� � / _ ,n?i~�: .. . 1Y /F JOLYON F. STERN CP \ �. '% r T } { {•f .i F t i� f 3 (SCTM#1000-40.0 1 F r f ;}€ f f f { - f 1 f {'; } , P / LIMITS OF 100' SETBACK -r co \ / -01-13.0 �`-.....x,,,,� n.; ;' r` ; , { { r �'� �;.� Y }�� • � ' ! r � f ? � fJt! �"."....1 I l �,-; `r -fi;; •.'�:� �j \ / ) \ - t /` f r r l € r t t 't' 1 (OFFSET) TO WETLAND \ RESIDENTIAL j i f # t ,` `• t ; .{ DELINEATION (BY C.W. "•• r t 7f { Y £` F tJ 7 J '' t 't t •i r f ® / / 1�i):�41'.. -~_,,} .e�`•„� J t/ 3 i 7 •f + Jl t J 1 t ® / BOWMAN-LAND USE E \ /F KEVIN MANNIX \ / ''; f 1 i s { }. ` i f I f- ,_.n;,J,V.• ! f t j)jy}-(f / ,( T f i i {� 1 r{-f { l. eit / ECOLOGICAL SERVICES, a / Z J t f f/f Y Y j t j I� - ! f•f f \ (SCTM#1000-40.0 Y .f YPICAL > / \ / -01-12.0) \ I ,f t` t f f� fr Y fi � .} -f f' { f Fr• INC.)) (TYPICAL) / o \ / G f tr F t .€ t { = i / issued date description RESIDENTIAL EN r t}y/ F 1 I l• .�® / 1' , {� 1{ i��f'�'.� � �f 7r . 1".� � �•� ,. � / ,i / 1 7-19-18 2005 WETLANDS DELINEATION L:! y 2 12-18-18 ADDRESSED 12-17-2018 TOWN O\- 8RS0��1 \ DRIVEWAYS �`1 r`"i ; f! f { � �: � ip •� t' i f} ;` 1• •t i / P� �Oa .'' t ' J -# f r �{ N/F VILLAGE OF GREENPORT Q \ (T(P•) ! i {' i. •r •; i t ; - - - i 3 2-8-19 ADDRESSED TOWN COMMENTS ODO / \ (SCTM#1001 01.0 07 01 .1) / P 1 ,•tr f Q� '(N`' '(\Q\' \ �' l i i € 1` { `•r' € {' • • 4 2-12-19 ADDENDUM#1 r \\ �c' N \ GFIt f•''• f ;{.,1 `t , f f i'' / o / R N/F KENNETH FRIEDMAN \\ f 0 ' \\ / (SCTM#1000 40.0 01 09.0) r f �•t # o RESIDENTIAL r- \\ \ 4 ® 10. / / issued date description Cn a' / \ DOROTHY A. o \\ (SCTM#1000UNG \ \ TOWN OF \ 40.0-01 o \ -08.0) N/F THOMAS \ S 0 U T H 0 L D ® i i \ RESIDENTIAL RESIDENTIAL \ __ __ P 0 RT' ' -o. ® �' / \ N/F MICHAEL °o i N � 100 YEAR \ FEINBERG i N/F KIMON ` UI LLAG E LIMITS s ® SIMEON BY THE � '►s FLOOD LINE > i (SCTM#1000- (SCTM#1000- RETZOS ` N/F JOHN SOUND INC. SIOLAS (SCTM#1000-45.0-02 40.0-01 40.0-01 0 (SCTM#1000- ,N 0 FF- SITE) \ -07.0) -06.0) \ RESIDENTIAL SCTM#1000- 45.0-02 10.4) VACANT PROPERTY / _ /F DONN -01.0 / title ? \\ i � / 405,0) 1 GRZESIK O ) U SITE +, \ RESIDENTIAL RESIDENT � /� / / / �O ti �o � ® DEVELOPMENT RESIDENTIAL VACANT i c GENERAL NOTES: C�j i ` N/F N/F JILA ® PROPERTY � PLAN STEPHEN SHARIF 1 . SUFFOLK COUNTY REAL PROPERTY TAX MAP # �/O `' GRZESIK N/FMOT L CO ` INSTITUTIONAL DISTRICT 1000, SECTION 40, BLOCK 3, LOT 1 . MOTEL CORP. (NURSING o �O i '(SCTM#1000-"` --- - ------ ---- -- _.. HOME - SAN 2. APPROXIMATE PARCEL PROPERTY LINES, OWNERSHIP, // 40.0-01 - (SCTM#1000- SIMEON BY V (SCTM#1000- 40 0_01 �brO'p� THE SOUND) drawn by: LMY T PARCEL NUMBERS AND GREENPORT VILLAGE LIMITS ARE �iO -04.0) 40.0-01 40.0- 4- FROM SUFFOLK COUNTY REAL PROPERTY TAX MAPS. RESIDENTIAL;,, -02.0) _01checked by: CFD Y 0 RESIDENTIAL . . scats: AS NOTED E CL 3. LAND USES FROM 2016 TOWN OF SOUTHOLD LAND COMMERCIAL ` - ------ o USE MAP (GREENPORT WEST) & N.Y.S. 2016 DIGITAL \ (SUNSET FES 'r"u; , project number: 17106.000 0) c ORTHOIMAGERY. MOTFII O 0 Sout c d Town 1 L' 0 200 400 Plz.nning boos -d 4. SCHOOL DISTRICT #10 (GREENPORT UNION FREE S.D.) sheet number rn v {. O E ''� Feet THE EDUCATION LAW OF THE STATE OF NEW YORK cV 00 ax".. INOHIBITS ANY THE DRAWING SAND/OR THEON FROM A ACCCOING MPANYINGING » T SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N SDI oSCALE: 1 = 100 SUCH ALTERATIONS AREOF A LICENSED SIMADE,ONAL THEI PROFESSIONAL ENGINEER MUST EXTENTSIGN, OF THE ADESCRIBE FULI ALTERATION ON THE / DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) OPEN SPACE SITE DATA: M!III pill 17.2 ACRES TOTAL SITE AREA (749,232± SF) 5Y cc 13.4 ACRES BUILDABLE LAND (PER 280-4) E .: (577,644± SF) (SITE AREA MINUS WETLANDS AREA) X % XxxXxxx S23°3420„ E. XxxX % % % XXX xxxxx 30% OPEN SPACE REQUIRED (PER 280—137.A/(6)s r x x x x x x x x x x x x x x x x x x xx li «� xxxxxxxx x " T ' xxxNX, X xx!x % x ,S(273 (4.021 ACRES) x x x x x x x x x x TVO' x x x x x �e x x x x �x x x x x x x , � 1 X . x U`N191S"fLJ E!D /x x x R x X x x x x x x x x x x x x x x x�x x x x x x x x x/x x xfx x �C x x x X/X X X X x % X X X/ % ,�'% x/x x �r X x/x X x�r;x xfx X x Xj 53.0 -7.03 ACRES OPEN SPACE PROVIDED x x x X x X �' x x x x x % X�c''x x/x x X x X x�r x x,x x 'x x/X X xfx `x` �'....., �1 (306,117( SF) xxxx xX/X % )( xx,/x x,, x x xx % x ,�xx>xx ,� xx 30 Xfxx Xxxx rxx/ x %f///x %, Xx x :/xx/ x xx % x `'�--� ..,10F,,pp, � .. '` / STORM r x x'x x� x X/ X x ,X�x %. X LIMITS OF OPEN SPACE ; / x X , 1300 Walt Whitman Road,Melville,New York c Y WATER R % / 11747 !+ AREAS RETENTIO x x x x x X,/X x x x/x x x f x X x x OPEN SPACE AREA Phone 631 300 1010 4A I � }rj .'� PROVIDED (TYP.) 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(TYPE C) x % x x x x x x ,/ r f/ f / �� RETENTIONR FIN.FLR.EL.=23.25' x x x x x x x X x x%x / /' </ / / - 1 TE I j f Site/Civil Consultant 4 i AREA S)M3 x;;/x x x x x x x x x z/ x f f / / l I ENCH (rt?.) eX x I NON- DISTURBANCE BUFFER x x x x x x x x x / J' / a x X x x x x x x x x /x / / f F O x x x x x X x % x �x x•/ ,,A''� '� '� ✓✓ � 2005 FRESHWATER _— - x xxxx xxxx xx ff ' WETLANDS BY C.W. xxxx x Xfx �j BOWMAN, LAND USE ESI„ -,/ X x / / /i ,r. ' X� x /x X \� AFFIRMED BY NYSDEC WETLANDS LEGEND c x x x x x x x x x x x x / j f x x�` X x x x r LETTER 6/20/2018 X X x x x x X x x ,`` I x x x x x x x x x x / J \ I x X x x x x x x x x x '' f' f` x.`x x x' x x/x x x x N + ❑ x x x x x X x x x x x/ f x X,x x x x x x�% x L K McI�AN ASSOCIATES, P.C. O �� DLII''\'off_ FLAGGED WETLANDS x, x x x x.'x x X X X X X x ❑ x x x x x Xix x x x x / / /'` N / AS NOTED LONG ISLAND. 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(TYPICAL) t �/x �...�� / / f f x x x x x x x,rx x x x xfx x x / , / r 400p —"'�• f / rJ z x/'x x�!x X, x X x xrx x x xfx x x x x x �`x x/ x �C x x x,'"x x x x x x x" x Xe x x �t x X/' x �c x �x/'ic x x` x x x x x x 'v 3' / ✓✓✓ \� / // W 564 % x X X/X X X X X/X % X/x Xfx x�/x x x x x ,S `/ x X X/x X x X X x X x xrx X X � ,,✓I JJ''x x x x x .S�►$1� \` u� �� drawn by: LFC CL checked by: CFD CL scale: o CL AS NOTED F[_ C 0;9 project number. 17106.000 o OPEN SPACE PLAN O +� Scut o Tovdn �' Pic nnin Uo rd o W SCALE: 1 =50 I � 9 sheet number 0 50 100 O v Feet THE EDUCATION LAW OF THE STATE F 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 DIRECTION SD2 N O OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL ALTERATION -0 DRAWING AND/OR INENTF THEE SPECIFICATION NTHE li) (NYS ED. LAW SECTION 72D9-2) 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 occordonrewith§280-95) NUMBER QUANTITY MiN.LIVABLE MIN-- MAX.v PARKING PARKING PARCEL SCTM1000-040.00-03.00001.000 BY C.W. BOWMAN LAND USE 20. THE PROPERTY OWNER WILL PROVIDE SIGNAGE FOR PLAN, WITH APPROVAL FROM SCDPW, WITHIN SIX NOT SHOWN ON THE APPROVED SITE PLAN MUST AREA ID not Interior Interior Perimeter Perimeter �// 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 ZONING:HD(HAMLET DENSITY) . ESI„ AFFIRMED BY NYSDEC COUNTY DEPARTMENT OF PUBLIC WORKS (SCDPW) DESIGN OF THE BUS SHELTER MUST BE THE PLANNING BOARD PRIOR TO INSTALLATION. Required(0) Provided Required(sr) Provided t BEDROOMS (SQ.FT.) AREA AREA TOTAL SITE AREA:17.2 acres LETTER 6/20/2018 (stalls x lost (sf) (4'x lot (st} i 1 . in areas perimeter) -„ sf) (EXCLUDES WETLANDS) . .- WILL ALLOW IN THE STRETCH OF CR 48 BETWEEN SUBSTANTIALLY SIMILAR IN APPEARANCE TO THE 24. PARKING FOR RESIDENTS OR VISITORS TO THIS � 1280-23 PROVIDED PROVIDED BUILDABLE LAND DEFINED PER 280-4:13.3 acres(577,64A' ' ' OTHER BUS SHELTERS LOCATED IN THE TOWN. THE DEVELOPMENT IS PERMITTED IN zo+stal!s ATTACHMENT (SO, (SO, i"'<"? .:'" ', +�:m�1'° ::,.e';', _ . - ------\ PROPOSED 100 LIMITS (OFFSET) THE SITES DRIVEWAY AND MOORE S LANE; ON BOTH E TTED DESIGNATED I {{ Ci±at#ot ;.;.-{., , Description` k;:. ;F'`"" #tequired ,; : 'Piot/#ded'.'; s /_ FROM WETLAND AS NOTED SIDES OF THE ROAD. THE DESIGN OF THE SIGNS PROPERTY OWNER SHALL MAINTAIN THE BUS PARKING AREAS ONLY. NO PARKING ON COUNTY 7 8t10IB o 167 188x8=7sz 1228 I [' CC I 3)1 280224 Permitted Use Multiple MultipleDwellfm ,. WILL BE IN ACCORDANCE WITH THE SCDPW. SHELTER. ROAD 48. u 19 o 387 214x4=856 1515 11BR 14 6001 714 794 x1.5=21 20,plus 4 p 1>Y 19 0 158 223x4=892 1703 Dwellings __ 22. ALL EXTERIOR LIGHTING ON THE PROPERTY, 25. EACH DWELLING UNIT WILL HAVE AT LEAST ONE I landbanked 280 23(Attachment 3) lot size(square feet) 20400 577,644(13.3 acres) IN ADDITION, THE TOWN PLANNING BOARD WILL SEND INCLUDING LIGHTING ON THE RESIDENTIAL UNITS, DESIGNATED PARKING SPACE IN THE NEAREST N 19 0 226 zszxa=1oo8 1967 1 v 19 0 109 228x4=91. 1982 2 BR 22 650 868 973 X2.0=44 43 plus 3 SITE LEGEND: A REQUEST TO THE SCDPW FOR ADDITIONAL SHALL COMPLY WITH THE PROVISIONS OF CHAPTER PARKING LOT. EACH UNIT'S PARKING SPACE SHALL CB 7 0 249 13ox4=sz0 1214 I landbanked 280-23(Attachment3) Lotwidth(feet) 75 250+/- -Dr") "'r�', "" MEASURES TO PROVIDE BICYCLE SAFETY ALONG THIS 172 OF THE TOWN CODE, AND THE LIGHTING PLAN BE DESIGNATED BY PAVEMENT MARKING OR C31BLD63 11 o ts8 137X4=548 689 _ (imuthafburTdableland) s mmm PROPERTY LINE PAGES OF THE APPROVED SITE PLAN. ANY FUTURE OVERFLOW 3 BR 14 650, 1181 1264 X2.25=31.5 32,plus 3 280-23(Attachment 3 Lot depth feet 120 660+ ' I r, . . STRETCH OF CR 48, AND IF ADDITIONAL MEASURES SIMILAR. _ __- _ _ _- P (feet) / EXTERIOR LIGHT FIXTURES NOT SHOWN ON THE Total 102, -`0 1,454 5-488 10:298 landbdnked (depth ;R." i ,` ' ' �. EXISTING WOOD LINE SUCH AS PAVEMENT MARKINGS ARE APPROVED BY 26. LOW-FLOW PLUMBING FIXTURES SHALL BE USED WITHIN Plus ( pm of T' r �. �-�1 APPROVED SITE PLAN MUST BE REVIEWED FOR COMM. . MINE THE RESIDENTIA ;'.'...,:'1'.:;::.:<<;'<:; ::; °,',;;,r,,:>.r >:: <_'.i ;''=:; ' .':.;;:;-:-z: :;; 0 7 28023(Attachment Front and feet 35 4.4 THE COUNTY, CONIFER LECHASE CONSTRUCTION WILL L UNITS AND THE COMMUNITY BUILDING , ( ( } Y t ) 8 toLB v. t : ,t:r I , >,E , > . PROPOSED CONCRETE CURB COMPLIANCE AND APPROVED BY THE PLANNING ON THE PROPERTY. BLDG. m �, INSTALL THEM IN THE SHOULDER BETWEEN THE SITE � " , s,,,_-qv- 11 ��,�, ,,�, 280-23(Attachment 3) Side yard(feet) 15 96.4+1- -...-N-N_ PROPOSED CHAIN LINK FENCE D IVEWAY AND MOORE'S LANE. BOARD PRIOR TO INSTALLATION. `" 280 23(Attachment 3) Both Side yards(feet) 30 37S3+/- �'lr"lt"1 PROPOSED 10' OPEN SPACE - PROPERTY LINE (TYP.) TOTAL 50 97 102,plus 10 280-23(Attachment 3) Rear Yard(feet) 35 402.6+/- " BUFFER LINE LIMITS OF RAIN/\ UNITSL landbanked ' 1 GARDEN / 1PerNote 2 in 280-23 Attachment 3 one-bedroom units may have 600 square feet minimum;minimum 28-3-23(Attachment 3) Maximum Lot Coverage 25 6.1 f PROPOSED DRAINAGE FLUSH INLET STORMWATER (%) 1buildingarealbuildable 1300 Walt Whitman Road,Melville,New York DROP CURBS TO BE INSTALLED ALONG floor area ofa!!units may reduced up to 200sffor moderate-and/or(ower-cost dwellings. ii 11747 W PROPOSED CATCH BASIN . A RETENTION AREA _ A1 ESSIBLE ROUTES (TYPICAL) - LOCATIONS OF 'Per 280-137.A.f 7)fb)At least 50%of the total number of units proposed must not be larger than 1,200 1 land) PROPOSED Q[ • S 23.3420„ LIMITS OF BIOSWALE ,ALL DROP CURB ARE IDENTIFIED BY I square feet livable floor area 280-23(Attachment 3) Building Height(feet) 35 21 Phone 631 300 1010 OB NUMBEREOF PARKING STALLS STORMWATER b �7'MiiiiiiiE / STORMWATER TOP/BOTTOM CURB ELEVATIONS INCLUDED IN 280-23(Attachment 3) Number of stories 2.5 2 TREATMENT I RETENTION AREA LIMITS 6F 10' OPEN RADING & DRAINAGE SHEETS D1A-D1D. REFER 275 wetlands setback 100' 110' owner/developer. �l. x PROPOSED ADA HANDICAP SYSTEM SPACE (2005) SETBAC �/ 0-5 EET S-2 FOR CONSTRUCTION DETAIL 280 78C Parkin Stall Size 9'x19' 9'x20' CONIFER REALY LLC y; ACCESSIBLE PARKING STALL U3 // r' g N / 280-107 Building Length 125'max 116'max 83 E.Main Street,Suite 600, PROPACCESOSIBEACROSSNWALK .7- Lu ,itr/ r/ o f es' // 4 280107 Building Separation 2x max height 42(2x max height of Rochester,New York 14604 PROPOSED ELECTRIC j 35 1 / 27.3 21 TRANSFORMER t2 ' ! 2 �, / r r/ // / S 21723"30"» AFFORDABILITY NOTES: 280-107 Accessory Building 20' 20? / I i / / / 0 E Site/Civil Consultant H PROPOSED SITE LIGHT P 62 Z m W /" f` r/ r W r' 106 0 , Separation �, �t uj O T, / / f U f 0 a. In years 1 through 50, the maximum rents and maximum family O( Open S ace%, 30% 53.0% I ::'i' .'. ';. �_'__;. />`'. ': : �. /�N �4•'' Z ,� 280-137.4 6 Attachment Minimum p PROPOSED BOLLARD LIGHT 0,1 :�. D / Z,7� / / / / income of tenants shall be in accordance with section 42 of the IRS a a : : '•'.�' / m { / r` ,' Q ,f / / � 6) 15-39 acre site f(preserved1bufferarea- ® PROPOSED SANITARY MANHOLE • t O •--= - / (r/' ,A` ' ' tax code, or as Section 42 may be amended in the future. Fifty wetlands)/buSldah6eMnd) : :.� % O f / ] LIM p 100 SET�AC PROPOSED HEAT PUMP UNITS 3 '• 1� ? " . \'.• ' 0) (. / percent of the units shall be affordable and reserved for 280.131.A.(6)(Attachment Minimum Buffer(feet), 25' 40.7'(minimum) ( I ® ,r bFFSE`'l TO WE LAND sz °� AND CONC. PAD _( {o3: :{ %'y �• /,r/.j N j /` //' ` 10., households earning up to SO%of the U.S. Department of Housing 6) 15-39 acre site f1t7(1'fromwetlands) // / DE tNEAT, Bf C. 5 .1 - �� ' G . Development Space••'. .•.•• : '.',:: •'AD - % ✓/ I r/° rf ! BOWMAN LAN U Os p (HUD) (AMI) t )t OP P PROPOSED STREET TREE - "R I,z , •''•'`' '' r' / pZ " / ECOLAGICAL/ SER CES; Nassau and Suffolk County (or the current designated geography) 6) Setback(feet) (D ' � i W }',1� \ % '/+ \*_ 280-78D Entrance Exit Grades Dae-not Does not exceed 69� •�' '' '� I Id �." ' / ING. ( ICA /' and 50% of the units shall be affordable and reserved for Entrance/ Exit f'::A .:....l. / exceed 6% within 25'of street linP.C. ""'"' r'`1 "'t• / / r / ''/ households earning up to 60% HUD AMI for Nassau and Suffolk e L K.Md..EAN ASSOCIATES, P. f,r rJ NON- DISTURBANCE BUFFER I'::'. :.�, ( , /r' '`� -�''_ N a ° r tY( g g g P Y)• g p within 25'of nor 1070 at any other N :; :. , : ✓, 2 ASS STRIP / Coun or the current deli Hated eo rah Year 1 be ins u on LONG ISLAND, NY i. i �' LO '.1'•'.: r street line nor . . . : , ,' / '' / Point M . '•..•{..� .•.'._ % i' f / / receipt of the final certificate of occupancy. 437 SOUTH COUNTRY RD., PROPOSED SILT FENCE ,. .,:.'.0:.:,. ..' F E� VE ICLE r P P Y• ��`� (UMITS OF CLEARING) c�e�2� V ' / 1090 at any BROOKHAVEN, NEW YORK 11719 ,117.5 ,:. BLDG., VERH NG / / I Joy o LIJ•\.'. . ' ,.' ; • (TYPE c) / ,/f' ,' b. From year 51 on,50%of the units shall be affordable and reserved _ other oint Tel: 631.286.8668 -' a- PROPOSED CONSTRUCTION FENCE P W *.. •.�{ I::- ,:I BENCH (TYP.) / - ' / 280 105 Fence walls or berm 4 4 max. DDD x r. "' �'.': :'•':'•:' : ,/�ALL' INTERIOR NDS {5 /� for families earning up to 80%of the HUD Area Median Income for / I�L.AN S IN ARK/NG EA5 V ✓" ` Nassau and Suffolk County or the current designatedgeography) hei t in feet front O. G'- o- , > and t;fi Y r'1 { D / / ( g 280 105 Fence walls or berm 6.5' 3'max.for berms XI -.I `o / TO EC I K / / . 1. E Vf MQUNT CURB r' r f in accordance with the same formula used in calculating Section 42 ( ■ ,dm- _1 .y1.':-; : ss _ r R fER 0 SHEET gR 8R DETAIL ', / / r '\� height infeet -side and retaining walls;No - � i ),/ rents and income. SURFACE LEGEND: m Vii' " _ ,/ Ti'PI AL) r/ ' '� / / / i rearyards perimeter fencing r;,',;r, T "'.126.0 �' r ,/ �' r ; ' . - ,? .,'I' :' i / % ,% �� c. The owner or manager of this property will provide updates on the 280-117 Freestanding Outdoor 14 14 PROPOSED ASPHALT IY NNTWO .. { 9.0 14% ` / / ,� / / VINEYARD VIEW :„_ RcI Z I I ,I / , AMI and utility allowances to the Town Planning Board and Town Lighting Fixtures-height PAVEMENT T ,28.5 �:, < ,1:: ;., '. / :,: LANDBANKED' ;',w> �_ (TYP.) _„ in feet above round NORTH ROAD YN; / / / / / Government Liaison annually. g ;' © y,��!'/>j ;'r' d / / �_.._ level I ' V /r^'^�� l.-9 ./n,. / I / / D /✓� F ,% TOWN T LDN.Y. 19 9 ./ 1 O N O SOU HO N. 3 L_# 'N / r r P OPO D ��- -. R SE CONCRETE / 2 :° f 0 PAD SIDEWALK 4 E LK w• l 'o / 4 d / i � v J 1 1 U R B ILDING UMMA Y �• S '�-�•. ( MIT OF `ti 0 R PATI o T 0 :;. sr � /ILI -:;' ,� AIN./ I OF dr / j '':O t' <, i N �" n. 9✓ I' I'( ` ,1. '• OP 1G SP CE 4 X ID TYPE NUMBER OF UNITS MAX BLE BUILDING:'',:• t':'•'.' ::' -, r .'> - -_� L �. /� r MAX. LNA BU LD NG 14 '` ,, - / �J GARbEN, / MAX I' locusr;Tti' 27.0 �` b'/ LENGTH LENGTH WIDTH AREA AREA ✓g <nz., ✓ , IN0 ,,, : --- 89w0 2 05 sETB CK No. PROPOSED BUILD G p ST012MWATER �, 261", 4.0 ;q„ 2 x ss ;i' Ms;µ .= . TYPr RE 'D PROVIDED FT. FT, SQ.FT. Q ; ( � t 1 } � ,,, ,y ' ,/�� / ETENTI O AR /� ;£rte I. k." % FT. ;I'�;�; TYP. /` r FT. t 1 t } u P r f PRO OSED LAWN AREA BR B 1 2 R BR �'. 3 J{/ / P // LIMIT OF 00 ACK 3 1 BLDG,2 / / / / / 1 C 6 2 2 125 115' µw , __ /' S6 $727 618$ ;r„ r (OFFS TO ETLAt+fl� 1 x ,✓ (TYPE B / _ t;: E �' / tl�/ 1 � I / 2 B a a 2 ' 2 1 5 17' 4' 6 6 ,.� 1 5 899 6 29 AL T� R� NDS P NA / i r 3: s M E CE ;,'<. ELIN ' TIO B W. N Y � F-A - I BENCH TYP. �► r ' ( ) I I� R S DS A ING dR P EAS I-V r'p 3- B a 4 : 0 P 2 125• 1 ' a' �- PR OSED. VEGET D / 1 7 s J3 99 r'i ATE AREA / ss / H E /'� 0 MAN- ND SE s 'a •- B LA ", RE MO ABLE A P T 1VE N UR TR SH RE E TAC P ��.M°3'r�y C LE TY 7 4 I-,'- /C A a / a 1 125' 63' 0' 2 !' S 5 0 $ 193 7 N. C LO I A RVI S 3 E � � L E 54`x-. T•w MP sf' . 0 ER � FE T f1E -2 OR A L :' s A 0 4 t ,� 2S' 1 63' 8 1 50' S 02 1 `ij'. / N P 3 91 PROPOSED P C. TY C R SED RIP RA AL / ti i ,, TYP. CA r� r� 6 D 0 N 2 3 125' 74' 50' 5,591 0 x' 3 73 T+. . ' t 1 ✓`'2Y:. ":b, �,': IY11 f /. bt D 0 2 3 125 r�' �; ,�� 74' S0' S 591 3 730 P P y„ r. ,J `tta" ,r' RO OSED STORMWAT � Q- ER , wr!T ,. ,, s nl,.v .m,6,r .......... tr! .... .. /':>:;,:cam, j,. 1c . . . ., Q- 8 COMM. con if er"ai ..s 1. �. Ol ,.�,,,;, ";zip' i 2 649 / .O. y , i RAIN GARDEN OR BIOSWAJ o �, ,h,,. -� :,...>„ T / \ / K 00 O BLDG. :. 11r, a>� r. F , 2005 FRESHWAT : ; 4 ER h J : :.. LAG `C)I C%" ,:��11 �. /. S` � � I 4'yrr r/. :: '''' NT MA ,F 1 err.>i,-,r: r , ,o„ �' W / E-rL�,NDs BY c.w. ;,TY 0 8 , f */� LA AT O Tt O YEN NE tlt NAf YEMT R POSED CONCRETE SHED E L NT E E t f T CO tt TION t YA E PLAY AREA ,y�'rm_,.. ,. ;�: �.,° r 4 d� l ,� RIM" f? <�r,dr" M. BOWMAN,�, °;�:'n> B LAN .�' - .. .. . ,,,.,,;y .. E � .. D USE ESI _ �: 0 0 �' r' 0 9 rra��..r FLATWORK . •.. •. '., ,..,:. ;°' '::., _., ' .. WITH PERIMETF x ;;t„ n „ r� .:. r AFFi RM ED BY /' ��` NYSDEC '�. 0 4 T. LI ITS'0 N o H r. r TOTALS 4 1 22 14 47 957 /"t iii / '� , r3 <:i r.' t ,i A %r r•.'r f { f GA DEN ''<,y ,:2 0 LETTER 6 20 2018 0 ;.:;, ORNAMENTAL �: "'�"� . v ,/' ♦ / i / JI d i - � ,..'�.,. A mens ons o e h v been rounded t t ,n��::::':. u o he Barest w ole PROPOSED PLAYGROU p n h 0 o N D �',` .' f� 0 i iV�/AR Y r r / `�ht yy 0 0 o OR. AER ST i 7. F N -I, E CE � Q 'o seal J -i, De in ed er280- a/ >,�<y 137.4,d /; �. f e 0 0 1.o TILE V EW p 1 ;'` `� ( DG. , .,tern ..,ca,,;%wa_:. / 6 `, BL 3 "�:" N ''RET N`TIO AREA E I I ,, n . 3 / 7't 9 :� b t` P r .� .,: N`:;`:'�;:``:;?:::`.`: '., ,.; a 280-137.4. 7 c Total build(n W >a.,. , area or the u ase o chis section is the cumulative amour �.. .LA PE B '�' .15.0 ( !) r o i ! 9 f rp ti .. SIGN .. , .... . .... . (n' ) P f f W �,M �+ r J r C� , J1 J''. }.'... , / Z 't f AR BLDG, I Ji 1, vabJe oar r [,�T.`� ':`r:.;'` `�� a ea as de fined I - be ow atJ dweJlin s-Total buildin area dae n indud u ho s of a cJ b use or f ,of s. E. � 9 .� SE 4. /� g 0 2 0 I :' 1 LLAGE• / PEA ! �M' r'Y .T�A4� P 'Y /may `.`d:, ,•S,e^"r Jl r sim a amenities st uctur , NOTE x.. . ;.,.. r r ``` -5 LIAR J Q E• 00 i f gg j •A .w xwAY: ' AL ,» 3 r, >.r I , rt `$9. D Fed a 280 4 5 tl7 0. � f p 0 BLD G.B / „t X. 'n' f' .)' �+r ,�A PE D / 5 'O 8 i' (TY ) s' i SITE SURFACE BREAK WN 4 ^`%s'uj'''' •'} E DO S I yy;; �At�:ar '? I r j' ,>, 0 F l -, i 1 �.y. �'.'•:'. J �f Surface Type r F Per1.cent ti Area S e c nt of S` SP e t ) M 0 RA f�' t -. s r :i 1 C1 V \ 6 ' r Tt I re ./:� :•:�::�.�'�`. .{fir_r.ti;�:::%`':�� ::'�; 4:'::.:�:';':;f:: :i;",.': r'"'87. 5 o r a i �� __ f' r:� a i y ran. A• Buildings 0.8 4.7% 3 +'•� ,r, t� �� Ir� '��- 2 - / '"`..' r' '// _•4r H.REC�9` . �.. ,r� f' Impervious 1.9 .0 s,..., ,.., . . . . . . . .. . . . . *�;., ., 'r .,,i v h ,.:.::: LL WfiER10 LA DSCA ED :::...: . / Pavements o. 1 ., f .y 00 e ;. / / d'`.: '%'r- `' - t IS tJDS hl PAFt{tIN R Sl I- ,I A o G E/1 y„ .- 6 Q e I - I !' Gr en nfrastrudure 0.3 t arr"' 1.7% yy�^ 6 may,'.it! - d' / /,: I s EI BL C B N tl nvER o .�:�a atu a ndist rb d CinU u e 1.8 10.5% luaus"' ' :ti'.' ,q i r�l..s!' I�' /R D 9. tr) - PUM / EFER 0 E �F T H S 0 DETA Areaswithin � .-.: -.-: .. :� '. •,.-:-- - 1,%>/ R /. S i/. MATCHLINE�, , i �' A Developed Ar a of 'i-: e � A IC �,{, L TXr 1 � r i I t fl tl �•=' gym ':.:.-... issued date desc on sue r'� i p I lM1lL TO' I1_ .J , - Y ,,.Ino"�',,: W i (J"- / r' } r rE�wr.' `d- r v 4 t'r , a�: P o osed Lahm Are L'�'I' �/ is �.r" ..1"'« "'.sn':; '.Mtlt!CA '-x, l PARK JPO/ // n�H�' 4 A 5 � <,.. , / 9-18 00� WETLANDS DELINEATION N 2 y a N i-�r ° , "" ` ,„ir.,i fir,,.n, ": i s //;, /; r/ Lei y r l'r Proposed a r P � r' (n ., '../ „ ,...... .,. fir, s L �%Iii ,/� 1 Pttn n ;� " ;. r/ OPEN $ AC ✓ ti Beds '%1 B E 7n- I C NTER a P $il,.iii i 2 -1 F 8 29 DAFT RAIN CARD N CHANCE 2 N 8 R E s „�' SETBACK/ IN , Ar1 1, LEAS G ea to be .6 ,� � 10 61b9`o 211 z` FFICE <, / O "iF'�3'; ' r s i ti ) 3 9-28-18 PROGRESS PRINT i / r ) r t / 4 iON 0 Tota 2 17.2 100.0% rrbal�' r 54. I o / 36 .0 �T / r� / Q / S, 1'r f % S A SQUARE 4 11- D -{ /'k r' 0-18 REVI VI 1. li / k BLD .7 rr / r G 1 /' I 4. 4 - / T a rat of A e o Be 6.6 B % 8 3 3 d " r 'c 0 ./ 1 s� PE D ', ..I'. :: / . / Dtstt rbed , / :: :.. ...:.......;.: . , .. .• . /' S 12-7-18 ADDRESSED 10-2-2018 0 ( / / 4;�., ';�. . GRASS STRIP / s' .':•..'':.:::''. ..• '`.: .:' .y. ' :! ,.. . . R HI COMMENTS 0 0 E C SITE PLAN NOTES AND CONDITIONS: �' "i' ''-"`~- � ''''' '%" ,6 12-13-18 ADDRESSED TOWN COMMENTS o TSE• : : / 87.5 '_ ` / ✓ ' . // 1. BEARINGS ARE REFERENCED TO LIBER 11957 OF �, „ �+ OVERHANG (1YP.) / \ / (� SEE y /� :..., ✓ / / . CONCREf E WHl_EL / J DEEDS AT PAGE 433. I> -.: _ . i , �' / / 7 12-18-18 ADDRESSED 12-17-2018 O NTE 10 , :I. o >. / /= / / / 1 / BLDG.5 ?:y, % i I ! ` w ,. ,..y;;, 15.0 % / .- TOP ., / NP -i' r , �c' l 2. I MAP r� THIS ASSUMES M � S ES THE AVAILABILITY OF PUBLIC -t � / / ' { rn ,r'' / W >'`' TOWN COMMENT / (TYPE A F S r , - f f It- SEWER AND WATER FACILITIES. ZONING u - �` / issued date description REQUIREMENTS I: �:. .::: / /B / / \, ,,.<.,..,.�: �.....,'.�. / / >/ j / / Q MENTS ARE RECOGNIZED BASED ON THIS / / LIMI S OI? BIOSWALF1' ,f "` . v -r; .•'-':. a> / �! / 8 1-3-19 ADDRESSED 12-21-2018 r % -�-. , n -%t;'; DO; r ASS � •• ,. - r �.' - ',. '. '.�.•''. '. .. ''•. •pr. '.�. ,/`` // / �,' f �'` , , / UMPTION. .' :' N ST f MWATER / :'.' 0. .I..., ., .. / rn � f I'`'"35.0 / ,/ 0 / ,r`" �'� t �' ,% �- , c 3. SITE MASTER PLAN & BUILDING LAYOUTS FROM / r i \ ..-:. .. '.'.. - ;:moo - 1/° , : 10 gF'EN SPACE' / / / , • TOWN COMMENTS;ADDED 0 / / , RETENTIO `ARE/( , / �' �. . . • 20.0 r� f '3 BY BEATTY, HARVEY, COCO ARCHITECTS, ,/ f / / 1 w �` l S 6, {�Roy&DA(,, ,/ i / r ' �,*� t� ? NEW CONCRETE PADS TO SITE L_ NOVEMBER 2017. / KAITS F RAiN /' - �� :••:----: , / / Lu! /, / o.: :. : t -(..:. :. . % / LI �S F 1 0 �ET CK 0 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF ( GARDEN . / r' d/ +;:" <: : .•.'-:.•: %` '� / / r �` / / / :` / / / , I / / , 41 NOV. 13, 2017 BY L.K. McLEAN ASSOC.. P.C. / ORMVA�ER ITS/OF RA'(N GARDEN / /' ~-- „-: .: - >;. 1t1 ::;...:• :-_--. /• � /''r ,/`� OFF T) 0 TL�N_ / ,' 9 1-23-19 ADDRESSED 1-17-201 a 5. PLAYGROUND DESIGNED AND CONSTRUCTED IN / �° SETE 710N EA ° STMWATER fifETEtTION 1XF2EA/ ' /' / /\� / / / r I�` ,� ,!` / / TOWN COMMENTS o ,/ /A r , S .. � �,'� /' DEL�N ION, bT C.W'. r11 ACCORDANCE WITH SECTION 1.02.01.C.6 OF THE /'` /' r/ / / .SANITARY' / ,/ �i j / / / / % �, :;P.l1MP::':: ,`/ G�' / / OwyIN- ND'US,E ,f 10 2-8-19 ADDRESSED TOWN C'OMMFNT o NEW YORK STATE HOMES AND COMMUNITY I 4 / / ' / �` / / 2 /G ASS STR r__" -- :STATION 1 J / / . Pte' ! / EC 'LOGJ`CAL E VICES; /' ' ' ?-I?-19 U RENEWAL DESIGN HANDBOOK. I /�/ / / / - / / FO EHI"CLE / / / // tX �� r 4' , ?0 /� / / ,� / , . / 11 ADDFNDi1M#1 / 6. ALL PLANTINGS SHALL COMPLY WITH THE NYSDEC , I EXI ING TRE L� f / A ERHA (1YP. / nod .��Q- r� jC.). TYPfiCAI�� / ,� ./ co AND AGRICULTURE AND MARKETS REGULATIONS AR TO REM IN // / //. ' ✓ / '/ / / / � / , ''""; . • Tor \c2 F / / / / j / CONCERNING INVASIVE SPECIES. I DISTU ED/ / / ,' / % / CJMP TER // r ! 7. PLANT MATERIAL SHALL BE INDIGENOUS OR ` / / / / / / '�P / `':/1._ ' • O / 0 /� �`'/ / / , ,r'/ /J // . NON-INVASIVE TO THE CLIMATE AND AREA, / �/ ' '/ ✓` U ;;'; \,'' / / i / // !/./` % / /' NON-POISONOUS AND BE SELECTED TO i r / r I Z � / / // , /' ! // / r' co / � / r LIMfiTS F 0 ET CK / 4 .\,.". : :"`;•.: .. / r/ ,° /' f / / /' / a1 MINIMIZE WATER USAGE AND MAXIMIZE ENERGY .'+ ` / / f , . J m ; / / ,• / ,'` % EFFICIENCY. / r/ /' / , / ` p �V/ �F T) 0 T(�ND % / / `r ,/ �;., ``' / �'/ / / `f / / / i v, B. PLANTS TO BE DROUGHT-RESISTANCE AND 0 r �` °l - -1 / a> ,°� / ,N-: )- / / / title a) / DFLIN- 10 8 C. / o'n LI / / �'� DEER-RESISTANT TO THE MAXIMUM EXTENT I =cc■ABN'/Mr / / I / / 1 I / :'� '•J` , / / / /I/ u 858,5 m MiMN/ / Cb v [.! / r TS � /N O ,.! �3 2 lr_ POSSIBLE r r �% rf` C Q DW 'AN- N ARDI�Ld / I 0 � �°`' 4: \ / / yc� �/ d' / , r 9. VINEYARD VIEW SIGN DESIGNED, LOCATED AND /✓° / o/ LOA E IC ST MWI� ER z O ' r./ /j r/ /' /,� 5 SIZED IN ACCORDANCE WITH TOWN COD 3 S VACK/ / rte o L M Tt S F RAIN/ / / /� E 5 m °? £TEN t5N AREA •t / / j 10. STREET TREES SETBACK MIN. 5' FROM I / ItIMI FRQN( /r'f //� C'/)/(TY CA w / / /�,/ z A M N` /,�/ / // / >� � ! / ,.^/ Ike ITE PLA N/ RIGHT-OF-WAY. QUANTITY AND SPECIES TO IN t /' PR�• ERTY Dmf i f ORMATE�' / /i" r''�/ /� / ,� �,• • ,-•% ACCORDANCE WITH TOWN CODE AND AS ': • L114lE n ' / / /I // / ^ � / /R NTION AREA / / W �\ r Dc� DIRECTED BY THE PLANNING DEPARTMENT. II °`roI ' J / m / f / "'""" �//// / / Z /, / / r n/ -a II , i/ r`'� ROP 'CURBS TO,-BE INSTA / "ONG� �( r / / ,/ // ,r'` c 11. ALL STREET TREES SPECIES WILL BE I //� r \ / // ACCESSIBLE UTES (TICAL,}`'- CATIONS '6 / r'/ / �� / / m j �/o WIRE-FRIENDLY 1ALL ROP/CURB AR IDE�,�IFIED`BYE / / /(0 � / /// _ , PLAN KEY 12. REFER TO SHEET E-1, EXISTING CONDITIONS & I / / OP/ OTTW`CU' EL/1'VATIONS )NCLUDb ISI' // / / / // ' / / .ii' i2�/ /' 3 REMOVALS FOR ALL NOTES AND CONDITIONS x '11 G DING & i�AINAG6+ HEETS/D1A=D1 D./REFER O / ' � N O / y RELATING TO WILDLIFE HABITAT PRESERVATION SOS / /1,, 0 Y�EET -2 FOR ONSTfUCT{E)N D AIL/ / /" I I ''1 U / /'� m ' / �,/ v 13. REFER TO SHEET E-3, EROSION & SEDIMENT 3� 1` /s/�' ',r� : , ✓� // / F / Z /' / a CONTROL, FOR ALL NOTES AND CONDITIONS �'' � , 7 / / / ' ' �' / /11 / f // 0 /'� / / / / SI-A S1-B RELATING TO SITE CLEARING. THE PLANNING / / / // / r°/ � //` / < /./ // / /r' / �/ / / �.• /'' f/ /, , // / drawn by, LMY r / / f / . / / / DEPARTMENT MUST BE NOTIFIED A MINIMUM OF / / / / , r _ a° / / // / oo11 2 BUSINESS DAYS IN ADVANCE PRIOR TO ANY / // / / f ' ,/ / ' --, �` r /*' obi SITE DISTURBANCE. / // // / ,/''/ - --� /' : �. / ` �,� /` / ' / / ,/ / / �O . ,r / checked by: CFD Cl- ♦ /i 0 / f / r / / / / � �/i / / / 14. REFER TO SHEETS LS-11 THRU LS-2 FOR ALL / S / (� , / / / , F e/ , / / E n NOTES & CONDITIONS RELATING TO PLANTINGS, i/ / / / /% / _� '� / / / / /r j° /'" / // �Q�,�,9' / /// f'/ / r `� , •' 0"' scale: AS NOTED v FERTILIZER, PEST MANAGEMENT, AND FOR S E LAN NOTES & CONDITIONS (CONT.): / '/ N 2 � ,/ ,, /°/ // / /" j/ / X, & j ' ` \ '10 CN -t FURTHER CODE ANALYSIS AND SPECIFICS I P ( T) / 218 0p•, / / / // /` F�� // / .(krl' project number: 17106.000 o RELATING TO SECTIONS 280-95A, 280-95B, AND 17. COVENANTS AND RESTRICTIONS (C&RS) ACCEPTABLE TO THE / IN � / ,// / / , / ,P yA- / / S1-C S1-D 0) C 161-44. PLANNING BOARD ARE TO BE FILED BY THE APPLICANT WITH ♦� / /// // // `, / 6 W 15. THERE SHALL BE NO SUBDIVISION OF THIS THE OFFICE OF THE SUFFOLK COUNTY CLERK PRIOR TO / �/ ,�V � , / / I L_ PARCEL RESULTING IN ADDITIONAL BUILDING RECEIVING CERTIFICATES OF OCCUPANCY. / 3 /' / / / .� r..., _- .-. �' 18. THE COMMUNITY BUILDING AND GROUNDS ARE FOR THE 3 / 56 • 1 J , - P '� sheet number LOTS. NO LOT LINES SHALL BE CHANGED 4.5 - f' 1" ' : " r- o UNLESS AUTHORIZED BY THE TOWN PLANNING PERSONAL ENJOYMENT OF THE OCCUPANTS OF UNITS IN 57, / 0 . /� _/ / �- THE EDUCATION LAW OF THE STATE OF NEW YORK O O BOARD BY A MAJORITY PLUS ONE VOTE AND VINEYARD VIEW AND THEIR GUESTS, AND SHALL NOT BE RENTED �i � m ,,, \ , „ PROHIBITS ANY PERSON FROM ALTERING ANYTHING N o AFTER A PUBLIC HEARING. OR LEASED FOR USE BY OTHERS FOR SPECIAL EVENTS, ♦ , tl f is E--. v Lf ;� IN THE DRAWINGS AND/OR THE ACCOMPANYING INCLUDING BUT NOT LIMITED TO WEDDINGS, FUND-RAISERS AND ' "' ' �V 11 SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION 16. ALL ASPECTS OF THE PROJECT SHALL BE N ,� _ S N o PARTIES. /I N SCALE. 1 -5U + I q t OF A llL ERATI PROFESSIONAL ENGINEER, WHERE CONSTRUCTED AND MAINTAINED SUBSTANTIALLY IN � / �_._Ithol Toavn SUCH ALTERATIONS ARE MAGE, THE PROFESSIONAL n ACCORDANCE WITH THE APPROVED SITE PLAN (n 1 ' Plannin Load ENGINEER MUST SIGN, SEAL. DATE AND DESCRIBE "Q *' (SEE TOP OF SHEET FOR NOTES #19 THROUGH #26) THE FULL EXTENT OF THE ALTERATION ON THE W / INCLUDING THE ARCHITECTURAL DRAWINGS, DRAWING AND/OR IN THE SPECIFICATION LL. EXCEPT WHERE THE SITE PLAN IS AMENDED. (NYS ED. LAW SECTION 7209-2) ��IIJI-0 ROP CURBS40 BE INSTALLED ALONG A ESSIBLE ROII�S 16CATIONS OF ALL DROP URB ARE IDE4TIFIED BY LIMITS F BIOSWAL STORMWI!ETENTION (TYPICAL) 7 j: TOP/BOTTOM CUR13 ELEVATIONS INC , ED IN GRADING & DRAINAd CII AR�W E SffTyD1A-D1D, REFER TO SHEET S-2 FORtONSTRUCTIOW' WETLANDS LEGEND > rrS OF RAIN IM N GARDEN: '0' STORMWATER'� ' �' 2005 FRESHWATER OF 10' EN SPACE (2�05) SETBACK 'MP x- WETLANDS BY C.W. 7L LIMITS RETENTION AREA DD vow ;,i_ BOWMAN, LAND USE ESI,, LIMITS OF/100' SETBACK/(OFFSET) TO'/WETLAND AFFIRMED BY NYSDEC TiON (BY C.W/'BOWMAN-LAN6 USE DELINEA LETTER 6/20/2018 ECOLGI S, INC.) f6AL) PROPOSED 100' LIMITS 7 (OFFSET) FROM WETLAND AS NOTED �,(50�5 FRES�ZATER WET NDS 1300 Walt Whitman Road, Melville,New York 0 BY C.W. KWMAN, L�ND USE 11747 0 ' . SITE LEGEND: ESI,, AF I D BY/,NYSDEC Phone 631 300 1010 V, HML LETTI7_,y 6/20/�Q/1/8 PROPERTY LINE owner/developer CO 0 CONIFER REALY LLC EXISTING WOOD LINE ic- 83 E.Main Street,Suite 600, Rochester,New York 14604 PROPOSED CONCRETE CURB CN LAWN PROPOSED CHAIN LINk FENCE I Site/Civil Consultant rY-yI PROPOSED 10' OPEN SPACE Ln BUFFER LINE Q� 1111:e . . I STRIP . 0. VEHICLE F 2' RASS 0 PROPOSED DRAINAGE FLUSH INLET BLDG. 1 HANG P.) ER G I= PROPOSED CATCH BASIN (TYPE C) 10 PROPOSED NUMBER OF PARKING STALLS BENCH (TYP.) PROPOSED ADA HANDICAP L K McLEAN ASSOCIATES, P.C. ACCESSIBLE PARKING STALL tLONG ISLAND, NY 0 437 SOUTH COUNTRY RD., PROPOSED ADA HANDICAP ALL INTERIOR LANDSC46 BROOKHAVEN, NEW YORK 11719 ACCESSIBLE CROSS WALK ISLANDS IN PARKING' AREAS I-V/ Tel: 631.286.8668 TOAECEIVE IMOQWABLE CURB,- 0 Q0 PROPOSED ELECTRIC REFER TO SHEET S-2 FOR DETAIL "(TYPICAL) TRANSFORMER 0 PROPOSED SITE LIGHT 00 00 LI VINEYARD VIEW PROPOSED SANITARY MANHOLE EX. LOW L0 NORTH ROAD VEGETATION TO UNITS REMAIN TOWN OF SOUTHOLD, N.Y. 11939 AND CONC. PAD ll�UMPSTER (TYP-) J(1YP. PROPOSED DRAINAGE SWALE 11LANDBANKE > t>, .......... NON- DISTURBANCE BUFFER AITS ?F OPEN ACE (2005) 0 SE PROPOSED SILT FENCE L P ------CF_ (TY (LIMITS OF CLEARING) CI: 0 0 CTION FENCE 'EX. L '12 BLACK' SURFACE LEGEND: 00"S S uj' conifer LOCUST,TO tgAt WATt VNV*L00tA9MT,C*N4TI10CT1*N A MAINA&IIIIIIIIIINT PAVEMENT ALL TERIOR LANP5CAPED REMAIN I I A DS IN PAR�t!I SLA AREAS 1-.Yl 24.02 ILE C UNTAB UJ F7 q7t��(Typ.)t REFER TO S2ET S-2 FOR DETAIL asecif (TYPICAL) PAD, SIDEWALK L (0 ND OR PATIO IMIT /OF 100' TBACK PROPOSED BUILDING LINEATION /(B W. Y BLDG. 2 OWMAN-�AND E U ECOLOGJCAL SERVI S, 0 (TYPE B) -0 INC ) (IYPICAL 4S11 0 PROPOSED RIP-RAP r" ,T., TRASH RECEPTACLE (TYP.) " 1 1 - 1 I I I issued date description STORMWATER 1 7-19-18 2005 WETLANDS DELINEATION RAIN GARDEN OR BIOSWALE 0. � DUM TER -7-18 ADDRESSED 10-2-2018 . _0 U-1 CONCRETE /(TYP.) -OPENING 3 12 FLATWORK COMMENTS (.TYP.) 4 12-13-18 ADDRESSED TOWN COMMENTS LL_ 0 0 0 0 0 12-18-18 ADDRESSED 12-17-2018 TOWN 0 0 0 . . . . . . . 10 5 o COMMENTS oi� TILE 5 2-8-19 ADDRESSED TOWN COMMENTS 0 0 0 0 issued date description . . . . . . . . . . 0 0 -12-19 ADDENDUM#11 0 6 2 PLAYGROUND A., 4 PLAY AREA WITH C 0 PERIMETER 4' HT. D 0 -PICNIC'.TABLE L 0" VIN RD IT- C VI SIGN, SEE 40TE .9 BLDG. 3 0 (TYPE B) ... . . . . . . . title ADA-WALKWAY �A (5%- SLOPE-MAXi) 124.0"t VILLAGE ( NORTH ) SITE SQUAR> . . . . . . . . . PLAN . . . . . . . . . . 1WN,.AREA'. 474 PLAN KEY LMY drawn by: 0 CFD 0 0 0 20 40 rp.) Feet LJ 0 scale: AS NOTED (C3 S T-B r-7 S41 E S1 -A 17106.000 project numbec SCALE: 1" =20' 0 0 Iwo ix 30.-SiLVER MAPLES 0 M REMAIN, FIRE SKE RACKS sheet number PUMP, HOUSE,. . . 7 0) 0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING THE EDUCATION LAW OF THE STATE OF NEW YORK IN THE DRAWINGS AND/OR THE ACCOMPANYING RKI WELL 0 0 0 UNLESS ITS UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, WHERE R �Sl LV E '0' C14 EX. C'I SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ESSII /FSIOSV STORI AR N G� Im 'WET D US )R ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE - MAPLE TO ' SI -A THE FULL EXTENT OF THE ALTERATION ON THE MATCHLINE A-A DRAWING AND/OR IN THE SPECIFICATION LL <� (NYS ED. LAW SECTION 7209-2) EL WETLANDS LEGEND ;' ;/`'� 6. 0 0 ` 2005 FRESHWATER WETLANDS .�� BY C.W. BOWMAN, LAND USE �/ \ ESI AFFIRMED BY NYSDEC ✓� / LETTER 6/20/2018 f / / ''� ® . PROPOSED 100' LIMITS �O (OFFSET) FROM WETLAND AS NOTED SITE LEGEND: a PROPERTY LINE 1300 Walt Whitman Road,Melville,New York EXISTING WOOD LINE Phone � ./ /e` Phone 631 300 1010 PROPOSED CONCRETE CURB f, '/ \ owner/developer: / '' / •� f \ 83 E.Main Street,Suite b00,I FER REALY LLC PROPOSED CHAIN LINK FENCE j/" Rochester,New York 14604 �Yrw� PROPOSED 10' OPEN SPACE ,� /.°` �'J �` BUFFER LINE // i / �' Site/Civil Consultant 0 PROPOSED DRAINAGE FLUSH INLET ® PROPOSED CATCH BASIN / \ D8 PROPOSED NUMBER OF PARKING STALLS / f PROPOSED ADA HANDICAP L K McLEAN AS30CIATIES, P.C. ACCESSIBLE PARKING STALL /� f \ LONG ISLAND, NY 437 SOUTH COUNTRY RD., PROPOSED ADA HANDICAPi /,' BROOKHAVEN. NEIN YORK 11719 ACCESSIBLE CROSS WALK / I Tel: 631.286.8668 PROPOSED ELECTRIC TRANSFORMER .-► PROPOSED SITE LIGHT \ / r ,/ ,/ I � � \ �% VINEYARD VIEW ® PROPOSED BOLLARD LIGHT < < f . � NORTH ROAD o PROPOSED SANITARY MANHOLE '' / �% TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED HEAT PUMP UNITSr AND CONC. PAD , 2005 FRESHWATER WETLANDS BY C.W. BOWMAN, LAND USE ESI„ AFFIRMED BY PROPOSED DRAINAGE SWALE /r `' / /, \ �� NYSDEC LETTER 6/20/2018 ; (D . PROPOSED STREET TREE / a 1 NON- DISTURBANCE BUFFER PROPOSED SILT FENCE (LIMITS .OF CLEARING) / LtaTS OF RAIN° / ;// <e� / � � PROPOSED CONSTRUCTION FENCE GARDEN// � c o n e r , / jJJJ// RETENTIO AREA / / REAL ESTATE OE•ELOEMENT,CONSTESC770N k MANAQEMENT SURFACE LEGEND: / PROPOSED ASPHALT /' seal PAVEMENT M ' ,/fir• / PROPOSED CONCRETE y �, �`� / f/ /•/ / / PAD, SIDEWALK y % ,, ` �� . , t..l OR PATIO . / � �,: �o.� x 10 W / MAINTENANCE SHED /, r ; / ./ ,�^ / f / j �� * ; 3 PROPOSED BUILDING O PROPOSED LAWN AREA /` ` J i, / /� f ,� I M ITS OF;1'00 S ETB' EL (OFFSET .�'fia WETLAN C K � Issued date description I PROPOSED VEGETATED AREA r , // /% /` 1 7-19-18 2005 WETLANDS DELINEATION m �✓ • � ,/ #, f i ,� DELINEATION BY C.W. ,'r` ✓' N PROPOSED' RIP—RAP / '� f U PSTER ' ( / * 2 12-7-18 ADDRESSED 10-2-2018 �I Q /� D / �. / / (TYP r f saw ocICALNQcES, / / PROPOSED STORMWATER / f , '`^ Co MENTS IJC,) (TYP) L� �f / / 3 12-13-18 ADRESSEO TOWN COMMENTS � RAIN GARDEN OR BIOSWALE �,- �'.-• , ,%? ,/ 4 12-18-18 ADDRESSED 12-17-2018 TOWN p ' ; COMMENTS / 5 2-8-19 ADDRESSED TOWN COMMENTS PROPOSED CONCRETE f ~`'� r/ / ?`� f`• * (1 O a FLATWORK' 6 2-12-19 ADDENDUM#1 O 4 \� / / /r ° ► A- i O issued date description Od (9 r y LIMTI`S OF RAIN QRDEN / ST RMWATER ' / RETENTION AR / r Qom. M1r,,: 1 / /,Y•' 1 U rF' 36„, . l / R %f. A / r; r ,^ y a i s 715. F, y, M . ";3 . "'. p F. < BLDG. 4 .: d:,, ; , i x”' _'„ "' A . f F / title e r �/ \ f r A rzceer L. .:i (TYPE ITE EAST S r r / 9 BLD „/ rg J PLAN �, �z>. °; -gni' ,`�j .P , :3,. :> Fv_ TYPED ' f f 1 „ f • \ 4 tl v a •A s i J s J N r' A / ° :.: - �y ��4<:r, r; 5 k ALLANDSCAPED / 0 :�„ � L INTERIOR / , PLAN KEY f -- ISLANDS IN PARKING AREAS I V \ �' ./' ; ✓ TO EC 1V MOUNTABLE UR _ \ J ' 2� R COVE OU BLE C B , CL x,y ,r, - SHEET S-2 FOR DETAIL drawn LMY a . ' REFER TO rp ,ry •;i «,c >ti;,' ;;rad^:' :.,:: /z, \• \ f .✓' b ) TYPICAL checked b ca CFD ID C)L •J a , i .. < ob �. .. s s ✓r / >✓ted` /l f A + a A NOTED scale:S1 B S1 171 6.0000 er 20 40Feet project numbo Q •tis „�,:;:, / e/ 11 t .- SCALE: 1 20 r / f 4 'xt W r < i.: , } y, sheet number O) .x .,X A r' S" e— N W F A F N YORK THE EDUCATION LA 0 THE STATE 0 NEW OR O x / 9y7 / , O m'°^-^,.'r% PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON .. .. ~, , .. , IN THE DRAWINGS AND/OR THE ACCOMPANYING NP 5 /,.rv^ 'r' � SPECIFICATIONS, UNLESS UNDER THE RECTION 5, Fl ITS D i, 1/ R SI ENGINEER, HER °`tom« OF LICENSED PROFESSIONAL E G NEER WHERE r- G _ V P O _ _ ;% p ra' �a' S1 C -- � PROFESSIONAL S ONA ";' hrz` SUCH ALTERATIONS ARE MAD THE P OFES L MAT LI N n:� : ,<r --�: H NEA A l`J, ,?k.. `sv-:%r".,i>ij t , ' ENGINEER MUST SIGN S DATE AND DESCRIBE 'PARKIN . , , \ .�` � � / � �' � THE FULL EXTENT OF -- �' ',; d,.Fl »;,"` ✓</ris'�5�' / THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (L (NYS ED. LAW SECTION 7209-2) WETLANDS LEGEND 2005 FRESHWATER WETLANDS BY C.W. BOWMAN, LAND USE ESI„ -AFFIRMED BY NYSDEC LETTER 6/20/2018 1U 1111t V tit tl� 41 Or PROPOSED 100' LIMITS (OFFSET) FROM WETLAND ASl/ a•s' :, :. NOTED - .rr'. . r. .. ta, �• v\ 's a + fi r-nz% A { \��„�a.€•�'-O_►�s.„;'--�I:— . 3•Jq (e u 1/i1 - .' / /-" 1SCWA ►h. l/ / //-/. � j.a f �s s. � /..: ' rW ..f ./..•«,=zz'`b gi .p, r y'•,//s//'.^<�,.fM..,;'`�.Y.+,!.nj”�„,,./.,.{]m , /•-,,r R/_6/'r..°w. � .. . -.•.ax,'/..9 ✓\^�y'I'x/s'—i�:.d ' . 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NEW YORK 11719 Tet 631.286.e666 PROPOSED ADA HANDICAP ACCESSIBLE CROSS WALK PROPOSED ELECTRIC TRANSFORMER VINEYARD VIEW IPROPOSED SITE LIGHT NORTH ROAD TOWN = SOUTHOLD, N.Y. 1 1 9 39® PROPOSED BOLLARD LIGHT 0CONCRTWHEEL STOP (TYP) PROPOSED SANITARY MANHOLE PROPOSED HEAT PUMP UNITS AND CONC.. PAD LIMITS'OF 100 E BA CK T(OFFSET) TLPROPOSED DRAINAGE SWALE STREET TREE, SEE, EAND; NOTE 10 DELINEATION (BY C. NA ti PROPOSED STREET TREE BOWOAN—LAND/OSE ,"'NO N ECOL6GICAL • ,ECOL6GICAL SERVICES, INC.)/,('TYPICAL NON— DISTURBANCE BUFFER , LIMITS/OF RAIN ARDEN / BIOSSTORMWATE LIMITS OF,' W AREA / TRETENTION ARF PROPOSED SILT FENCE (LIMITS OF CLEARING) 0 niferll LI OF RAIN *$At f6fATf 01Vf10/MfNT,CONfT9VC7100 t MANAEfMfNT PROPOSED CONSTRUCTION FENCE /(ARE STOMWATE RETENTION AREA 00I seal SURFACE LEGEND: 00 PROPOSED ASPHALT WPAVEMENT PROPOSED CONCRETE 3 PAD, SIDEWALK OR PATIO CIS DPROPOSEBUILDING PROPOSED LAWN AREA I— Issued date description EXISTIN TREED 1 7-19-18 2005 WETLANDS DELINEATION AREA TO REMAINL_� PROPOSED VEGETATED AREA UNDI TUBBED i 2 12-7-18 ADDRESSED 10-2-2018 2 65 FRESHWATER 00 COMMENTS LL_ PROPOSED RIP—RAP ETLANDS X/ / .Bf C.W. o o BOWMAN,/ AND USE SI„ 4 12-18-18 ADDRESSED 12-17-2018 TOWN' 3 12-13-18 ADDRESSED TOWN COMMENTS PROPOSED STORMWATER AFFIRMED BY NYS ' C 5 2-8-19 CDOMMESENETDS TOWN COMMENTS & 2-12-19 ADDENDUM#iO RAIN GARDEN OR BIOSWALE LE6/20/ZD 8 PROPOSED CONCRETE EX. ASSAFRAS/ ROVE FLATWORK TO REMAIN N issued date description (Z 0 EX. LOCUST/ GROVE TO REMAIN iz (DC 35' SET$ACK LIMITS ROM PRO,PERTY LINEtitle LZ EX. SASSAFRAS GR GE TO REM�1 - (WEST) SITE '0 PLAN oI va� ' PLAN KEY • t ' / / % i // /' D i 20 40 Feet SCALE: 11 =201 il- Torn drawn by: _ LMY checked by: CFD E S1-B scale: AS NOTED LF iect number17106.000!: oc vproi uol Punning ba rd o sheet number0pN THE EDUCATION LAW OF THE STATE OF NEW YORK R HIBUS ANY PERSON FROM ALTERING ANYTHING N DRAWINGS COMPANYING O S1-CS1 - SPECIFICATIONS. UNLESS US UNDERTHE DIRECnON OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL S 5ENGINEER MUST SIGN. SEAL- DATE AND DESCRIBE Lt. THE FULL EXTENT OF THE ALTERATION ON THE fL DRAWING AND/OR IN THE SPECIFICATION (NYS ED. 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IL PROPOSED BUILDING ; LIMITS RAIN j`� ' / ,r BOWMAN—NAND USE issued date description 0 GARDEN / / /' ECOLOGICAL SERVICES, / 1 7-19-18 2005 WETLANDS DELINEATION :tl LAWN rAR STORMWATER :: PROPOSEDEA ; � R�1'ENTION AR j' //" / J / / INC. //TYPICAL ,� . � ), ( ) 2 12-7-18 ADDRESSED 10-2-2018 3 12-13-18 AD MMED TOWN COMMENTS '� PROPOSED VEGETATED AREA �� j / / �I ` 4 12-1$-18 ADDRESSED 12-17-2018 TOWN � PROPOSED RIP—RAP / ✓" r , f / ° j � 5 2-8-19 ASDMRMESESNETD TOWN COMMENTS ,/ 6 2-12-19 ADDENDUM#1 o PROPOSED STORMWATER / / ITS OF RAIN GARDENORMWATER o RAIN GARDEN OR BIOSWALE / j — / j R/ NTION AREA r- issued date description d PROPOSED CONCRETE FLATWORK /' / 2005 RESHWATER C7 ' ,/` WE NDS BY W. v B0 MAN, LANG USE ESJ,, V) /AFFIRMED . 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SYMBOL SECTION/DESCRIPTION REMARKS ff 4" (L -0 a 311/ a j 1 PAVEMENT . P 00 TYPE 3 ASPHALT PAVEMENT PROPOSED ASPHALT � � 807 mm , ,. 1-10" 1'-9"--�i--10"� -1'-9" "-�-I PAVEMENT = 6" (MIN.) RCA (ON-SITE ROADWAYS 1246 mm o o O O & PARKING AREAS) 1300 Walt Whitman Road,Melville,New York SECTION ELEVATION 11747 —III i I I I-III—III—III-I COMPACTED SUBGRADE Phone 631 300 1010 INSTALL EACH WITH 2-#8 REBAR AT ; ' ''.' :± ' 111-III—IIIIII—III-I I I s, ,;:. e owner/developer, A 3'-0" BURIAL AND TOP FLUSH WITH TOP OF WHEEL STOP. ANCHOR TO CONCRETE PAD '-°; ; • ; CONIFER REALY LLC . 83 E.Main Street,Suite 600, Rochester,New York 14604 ,l CONCRETE WHEEL STOP DETAIL ,. 1 TYPE 6 ASPHALT PAVEMENT N.T.S. TYPICAL PARK BENCH DETAIL 4 " TYPE 3 ASPHALT PAVEMENT Site/Civil Consultant (2 LIFTS) :s ,., N.T.S. PROPOSED ASPHALT PAVEMENT 6" (MIN.) RCA (CR-48 ROADWAY PAVEMENT) $ ' O.C. MAX. ,.�a�.'� • COMPACTED SUBGRADE REVOLVING CAST ALUMINUM " 0 0 0 0 0 0 0 0 0 0 0 0 " 0 e 0 TRUCK W/ ONE (1) 2%' `;4~ Y':: L K Md.EAN ASSOCIATES, P.C. ri DIA. SHEAVE THAT ROTATES W W W ON A Y2" DIA. S.S. BALL W ` y 437 SOUTH COUNTRY RD., LONG ISLAND, NY BEARINGS MOUNTED ON AN ° " SEED AS SPECIFIED BROOKHAVEN, NEW YORK 11719 ALUM. SPINDLE W " ' 3"(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED GRASSED AREA Tel: s3t.286.866s y W W _ SURFACES NOT W W I I-III—III f III-III—III COMPACTED SUBGRADE OTHERWISE PAVED _ _ _ _ _ _ OR PLANTED) ONE (1) #10-elys" DIA. y �' � �' W y I-i I I-III-III-III-I 11-I WHITE POLYPROPYLENE o W W VINEYARD VIEW HALYARD , NORTH ROAD BROOM FINISH, STEEL TROWEL EDGE TWO (2) V/2" BRONZE Q (UNLESS OTHERWISE NOTED) TOWN OF SOUTHOLD, N.Y. 11939 • CHROME PLATED SWIVEL ° a TYPE SNAPHOOKS x x `�C x-.6 x Q 4" (3000 PSI) CONCRETE W/ 6" x 6" 6/6 WIRE MESH CONCRETE PADS a I I-III—III—III—III—III AT MID-DEPTH & SIDEWALKS ' ALUMINUM ASTM 8241 `; ,. 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GRADE N.T.S. ~�- 'v o ; issued date description (SEE SITE PLAN) 1 11-20-18 REMOVED PAVING DETAIL �a"0 ANCHOR BOLT 2 12-17-18 ADDRESSED TOWN COMMENTS �,.� SEE POLE TABLE (— ( _ CONC. FOOTING 3 2-12-19 ADEN =1" o FLAG POLE FLAG POLE BASE BOLT BOLT I o o I 2„ " B.C. (BOTTOM OF CURB) HEIGHT DIAMETER PLATE SPACING LENGTH R= " LIQUID AC JOINT 00 25' 6" 1012" 6-'4" 20" o o PLANTED f - o — ISLAND L ROADWAY OR " 6" FASPHALT PAVEMENT (SEEFLAGPOLE DETAIL — — — — PLAN) (SEE PLAN) - issued date description #50 BAR CONTINUOUS N.T.S. 1 - 6 BETWEEN JOINTS 3"-L rn » 20 15 c 3 �2 I 16 3/4 P. P. CONCRETE TO BE 4,000 6" CA P.S.I. AT 28 DAYS. PROVIDE a EXPANSION JOINTS AT 20'-0" � 3" HEIGHT MOUNTABLE a• CURB AS DETAILED O.C. (MAX.) WITH 1/2" 1Q It � BITUMINOUS JOINTS ® tD 5' CURB TRANSITION v 6" HEIGHT CONCRETE NOTES: ® ® 11 CURB AS DETAILED 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE L CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING C ® 12 2. MAINTAIN BEGIN.GUTTER GRADE RELATIONSHIP TO q OF ROAD. SEE STANDARD ROAD SECTION. ----24"----1 ® o e 0 0 o CONCRETE CURB DETAIL title Cn TYPICAL PLAN OF - 0 93 48 �4» MOUNTABLE CURB AT N.T.S. " " ® ® 14 R=1 a R 10'25 ISLAND IN PARKING AREA " B.C. (BOTTOM OF CURB) SITE DETAILS - .I J" HWEEP OLE ❑ ,5 62 3/4�� N.T.S. SEE 2" 4" "BITUMINOUS SEALER 3 1� PLAN 1 1 1 " TYPE 6 v MIN. 1.9" O.D. O ® ASPHALT PAVEMENT 3 " " PIPE, �" THICK m © O +� 4 10 0 (MIN) X 36 0 0 +; DEEP POURED to CONCRETE TO BE 4,000 BINDER COURSE v CONCRETE BASE OR 0 0 P.S.I. AT 28 DAYS. a. a- CONCRETE SLAB _ PROVIDE EXPANSION 6" CA drawn by: BRC JOINTS AT 20'-0" O.C. (MAX,) WITH 1/2" - ; CL 1" BITUMINOUS JOINTS q -a 7- r r'� checked by: CFD o I-�-1.5" - 3"I--�- " I` a 0 0 j�OTES scale: AS NOTED Io 6 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE CURED IN 14 DAYS F 1-' r v IJ' project number: 17106.000 1` �r c o NOTES' (MINIMUM) BEFORE ROADWAY PAVING CAN BEGIN. _ :u fiol3l-osdn o 3/8" WEEP HOLE MOUNTABLE CONCRETE Pl•:nningl�, a I (TYP. EACH END) sheet number ALIGN WITH INSIDE 1 . MAILBOX SHALL BE SALSBURY 3300 SERIES CURB DETAIL OPENING OF PIPE THE EDUCATION LAW OF THE STATE OF NEW YORK Ir- o CLUSTER BOX UNITS OR APPROVED EQUAL. N.T.S. INTHEDRAWINGS AND/OR THEACCOMPANYING'� �ANYTHING BIKERACK DETAIL 2. MAILBOX SHALL BE GROUND MOUNTED. SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION S CoOF A LICENSED PROFESSIONAL ENGINEER, WHERE LJ O N•T•S• SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL TYPICAL MAILBOX DETAIL THE FULL EXTENT OF THE ALTERATION ON THE ENGINEER MUST SIGN, SEAL. DATE AND DESCRIBE DRAVANG AND/OR IN THE SP G_/ N.T.S. (NYS ED. LAW SECTION 7209-2)CATION 0- CtJS j STf = #uE - (2--5 0R 5J- 1 2) --I �.. Y �� ` 111.1...__-_---.. - _ I N r . / PIF'E W!`LI- ��f SIS N _!.ANGLIA E I ,Yx 1 ELE.�CO E t`zANEL lN�.L�NE[� W�`t� �. (deck) �LtEF' I - -- I ( r` ENS; F a Y vy � n Melville New York 1300 Walt Whltma Road, r i >T N rl'.3L9 i fes. V, 11747 7- =-: = s` € Phone 631 300 1010 s H U R LOAN t E 1 owner/developer: . . 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I,. - 1111. fn t`, is# t ern, e� 'j,";3z4"' a I y` A - I i,- a•. K v t'. descri tion r issued date p SRT:^Y "a>.^ p ad`s, x'` •z" ,;r . ,:.-+,i':[:.i.ti�`M o= i'r�•'1'°: "�«. t. ',a, :,..�.+>�.r,�i`vt.s.sato-`n�,°`a,:.,a;�:s*.,.ss,t;�a.aw .�..�. iear o - - ,'S:'.. ': 'e,., "'er(r ..i s.�4^��;'t„+, »x,s.%.,8 e»wfi,.� .,,F",x«.t :.t:y,x,h�'';. :as r F�.,s 4 u +A ` 2 11-20-18 REVISED V.S. (PLAYGROUND) Yg� ¢n ,1 ., r EAST VIEW ® F PLAYGROUND - ~� q k 3 12 17-18 ADDED DETAILS � x`>W` ly y" 'is f ��w i ` A» �a, ',p_ ;� �, �F r '�� "'�J t h ;:'i r<>q.5•h!M.Aka" k,,'0..a'..�', r,<„ �` ifd 3f ;." i , •t,-. '" .•��;, .� " n =' '�-�; ",-.,, :b: ,`�'` (PIAYGROUND) t,_I - '�,.�'-, 4 2-12-19 A DENDUM#1 .`'q,,`..`s t+ y y 3" }.':' kr4^' -�'" ,gam' L- . 0 O l .@ I �4� eb,+ ria ,y"5ri.:r e's ,,,,!.✓,, ®5;,� „a f"?=` 'xt: i;'. - i?;,�'re�, l-:AX, a ,r + - -x'.F $ ''rrr ":',-ri:ri,a8 f,¢'; r-� ' '.' 7t si, i'. „a ." >' °.f �a ,i .o .M ''' a,- .. - ��., I k . .v ;' o ;:, >", _ ', € I issued date descri tion ger%+,m7Y ss,,,rxb. .s.ar' '"+' t"ad k,> /r "'4.¢-. x'; kt .rtB..'. .,. '.Y24gy,kk''.°'r; x<rr"y' ,, d '.�,"?" "#%'. A .K 'i' s,,, .',..�x:,x s,¢ 1` rr 're„e%.+.�n'7,g.Y,r w`P',, -@ ,I';a Y qAl' '` <,d.R 'sir�';'�= 'xr,, ..2yL F. k A<.,�s,,"✓/j: LEGEND - - PROPERTY LINE _ PROPOSED LEACHING DRAINAGE CALCULATIONS r i V BASIN '- --- --- = W/ SOLID COVER N/F Sq D 1-'A D 1 -C,,. WS-1 WS 9 " �R ,L�7"�-' 2005 FRESHWATER ��, PROPOSED LEACHING BASIN Required , r Description Area sf Rainfall ft Volume q Required I A''" -- �' WET LANDS ABY C.W. 16 ' t l t ► tdl RunoHtoe Description q A d i r � � R Area(sfJ Rainfall(hj Volume(d) Runoff[ce s , I --* ` W� C)P�N �iRATE Storage Storase W Parkin Lo Sidewalks 11,167 0.17 1898 ] 1898 Parkin Lot/Sidewalks 10,833 0.17 1842 1 1842 a \ BOWMAN, LAND USE d 614] 0.17 1842 1 1042 t 0�� ES! AFFIRMED BY PermcablaPavernent r 34 1 „ Gras Ar 391 0.17 66 0.5 33 Building 82 .aswr, i I ! PROPOSED CATCH E3A5!N TYPE �,-2 GrassArea 3,011 av 512 0.15 n Permeable Pavement 471 0.17 30 Os 40! r t� DEC ETI ER 17 total storage required(d): 2008 Grass Area 1807 0.17 307 0.15 46 o i, Prop inlet RIM: 21.60 y NYS L - -- 6/20/2018 total storage q re 2973 ' _ ,fit PROPOSED DRAINAGE MANHOLE Top of Ring: ____ ,_�_ / -?'-^-�� _._ I //.•^'" 2010 23 required d as Y+N 4 krf .' �.. ...!^. _._ ��+ Prop � rr r ` ,�8 Minus Approx,GW Elev, 8.87 I L'J I " j�3 . tiro j1 ✓ % ;� f. ...,f., (SEE TABLE TABLE OF DRAINAGE TopotRing: 21,56 Minus Approx,GW Elev, 14.67 MA to able effe t vein us MI n Imum lde the cal so pa ration from GW 9.� Minus Minimum Vertical separation from GW 2.,6 STRUCTURES FOI SIZE) p / ' F00 , _- `" �} / `/ PROPOSED t'I P_ P I P r Provided Depth perStructure: =Allowable effective depth: 4 g9 I� , D E E P p St ucture: 8.00 vif s ` ' Bit�yir` ✓ � / , =�� Resulting Vertical Separation from GW 3.23 v11 Provided Depth per Shutture: \ ' ALE/ ,! / (SEE S N>�CTS D 1 - A TI R U D 1 -D P P 4.00 vlr 1300 Walt Whitman Road,Melville, New York z RMwA 3 W---- / ` �c~ii � t 1 gREq TEN - ;_ r" I/ ', F P 4ea. Resulting VrrticalSe ration From GW 11747 1 / R RE i4is. ,c- } r A r ,✓/ / f �" #of structures provided: g pa 2.89 vii 1 nJ \ SW4 ,i, _ r - °,` 51 Et �L �I( LIM - ,+` ' . y d FOR LENGTH Lit, SIZE) ProvtdedstorageinLeachtng8asins; 2188cf #otsiruMurtsprovided: Ilea. F')iOnE'6313001010 }+ \ y �""-�" \, f - r�// F W(}f K) , ,r' r ;M �,' '` I °Y 1 Provided storage in Rain Garden SW-9: 1352 cf Provided storage in leaching Basins: 3008 cr % TLE 13APR ER // Total Storage Provided; c 311Q8 d 4A6I � -°� ( ( ''��✓� -� _ F t� I � '� �,_ ,,� .o° ; ,� �� _ SOIL!L B 0 R I N t,�T E S T FII LOCATION C/\1 i O ti � 3539 f tote(Storage ' J , :yT•x.Ae c`. `� °t ✓ /r rFy /d / `d r' f ! r' </) �. ... .... owner/developer: I is i i 2b ` ' �•� /` ,. /' , X °° rr, ,�'' �r, ^ ` WS-2 WS-10 CONIFER REALY LLC i o - c �; i " .' , ��3 e f - °'' , , ` ✓ %k d �' ,y t ` Description Area Rainfall(h) volume(cf) RunoffCoe Storqauie d Description 83 E.Main Street Suite 600,-RFD BOUNDARY R1d WS-1 SUBW/TERS' Area(sf) RainfalVolume(d) RunoffCoe scDr e tf Rochester,New York 14604 .. T+ N is Parkin Lot/Sidewalks 7,309 017 1243 1 1243 Parkin Lot Sidewalks W y d i 1 RAiN , C0: TRU�iT10N ,•" j' L tar t 800 017 136 1 136 GARDE y ; ,� .� FENCE,,' !F r�t �,. � t-r � Building 84 3124 O.2T 531 1 531 BUildin Area 0 0.17 0 1 0 R ! 1 ORMW N' BLDG,1(TYPE Cl . f �r , / S H E L MAI is I"��I N� ° 3193 0.17 543 1 543 A N / s ?' / / ` G�°_• I Permeabie Pavers 379 017 64 0,5 32 Grass Area / r f f ,� Site Civil Consultant RETE �• > ! Grass Area total ata required d AR qs r.E4,- 3.25'... _„-. 1 t� ;2, ,, , '+ / .�'° f FW (SEE KEY MAS' BELOW 1,868 017 318 0,15 48 storage ( I: 543 r ,`' total storage required a 0. W r 1 _..._._, �,.- �`' ' yr _ _�_. __w____ PROP®SCD GRAS. JWA1._ pro Inlet RIM: ( 1853 PropinlecRtM: 22.00 iI �� , -7._�.. % `' , ° ` �,` i C- R 2LB0 Top or Ring: 20.50 a To of Rin Minus i C Edi ,l zI '+11 j ,.• / °� `f\✓ ° r t p k 2030 Approx.GW Elev. 13.62 Mt>..>..> 14 I > : r r / f' ✓° Minus Approx.GW Bev. 10.94 Minus Minimum Vertical separation from GW 2.00 y f d c Lc--�= G I- t\0 •5 i F '' �,' w ~,, � / MinusMinlmu mVertical separation from GW 2.00Allowable effective depth: 4,99 : ER NON- STUBANBUFIAllnwableeffective depth: 7.36 13; I I r Provided Depth per Structure� 4.00 vif s,iI, ii t LAI I M u{\"-.•.� _ _ 2t2 1 -+�I tfjc�2.,�..�...tr•'1"�71 I �t+ 1 �1 ,c'v✓//�, +�`,��,//F',/ ,`'/ "rf!yX:,* r 9r`",r,r s'r" jir; ,,�' , :/' ,',. .. Provided Depth per Structure: 7.00 vif ResultingVertical Separation tion f rom GW 2.88 vi i ResultingVertical Separation from GW 2.3op rovided: 3 #ofstrutures rovided5 ea. Providedstorage M Leaching Basins: 820 cf Provided storage in Leachin Basins: 2393 cf Tota)Storage Provided: L. K. MI1 c1LL EII A1I N ASSOCIATES, P.C. 920 1 I �' �"� 16Zg �' • 'A" Provided storage in Rain Garden SW-11: 188cf (T /, V ti i r ,I' /' \g�a'=J�92 I r/ / % J f r' LONG ISLAND, NY 4 s t Total Storage Provided: 2585 d 437 SOUTH COUITRY r20„ ,�-,•r ,,F / F' - FM � • S . I 8--.. A /'` �,r � V }f/I % / p�f/J f/,� '' - f //'''" J _ ''r� ,�/'� ;� BROOKHAVCN, NEW YORK i 110 WS-3 B7 Tel: 631.286.8666 '' • ` r/ / r/" r Description . . Required iredArea(s� _ Arc36a5(7 fJ Rl0f.�17t hld !red edRainfall(ft1 VolumetdlRunoHCoe Descd Non Stora e d Pakn Lot/Sfdewalks 6926 D 17 1177 1 1177 BuildinArea BuildingArea D 0.17 0 1 0 o622 2 total storage required(d): 622 Grass Area 4 7 89 Pro Inlet RIM, 23.10 total storage required(cf): 1266 Top of Ring: 21.60 i \ BLDG.2(TYPE Bl i 87 t / - _ / / / \` Prop inlet RIM: 22 42 \d 20 !' 1e , W , % / / �0 f'f �` .. Minus Approx,GW Elev. 8.87 VINEYARD VIEW \ ' N 41 ti FIN.FLR.EL.=23.25' s / l Top of Ring: 20.92 I is . Zt-'- _ - Minus Minimum Vertical separation from GW 2.00 ♦� /8..-�/ / /` �(� ♦ Minus Approx.GWElev, 10.94 \ � a ' _ =Allowable effective depth: 10.73 \ NORTH ROAD G OS I ' 2 �" \ �'; 1 \� / / '' %" / / ,r /f / 1 Minus Minimum Vertical separation from GW 2,00 �` / Allowable effective depth. 7,98 Provided Depth per Structure: r TOWN OF S O UTH O LD, N.Y. 11939 " fr ,/ P P 7.00vif � .___. _ �_ �_, t•89� `/ / ', /r. r Resulting Vertical Separation from GIN 5,73 Of M to Vl»__� __-___ - ✓ ° r,- - b 5 f Provided Depth per Structure: 7.00 vif #of structures provided: cur'co rOR OF • / �1 Resulting Vertical Separation from GW 1 ea. \ + N ) - r(^-• •251 r�`M- _,r-w r v r' TE Wq r� B P 2.98 vif Provided storage In Leaching Basins: 479d 124 • i 30 3 u •v'" #of structures provided: q Provided storage in Rain Garden SW-9: 1352 cf r{.,»•;-e.;.;-t >- „. I, t • 1 281 29 t \RFA f / , P 3 ea. O i �•� __ ♦ Provided storage in Leaching Basins: 1436 cf Total Storage Provided d� I rag 1830 d a" r.: "•y Total Storage Provided: 1436 d I ace' -� f ,��t-•- ` \� i.r .__.. r _.. \✓/ / � � / � �, So WS-4 IDescription . quir ed 3b Description Arest fl Rainfall(ft) Volume(d) Runofftoe Required Descri tion Area(sf1 Rainfall t ) Volume 101 Rnoff toeSoNe d)t Storage 622 , •t i -- 60 W i e y / ParkingLot/Sidewalks 8,735 0.17 1485 1 1485 I I ! 139 t _ / i total storage required(of): 622 0,;/ r Buildin 83 6141 017 1044 2 1044 Prop inlet RlM:2BLDG.3 PE B BLDG.4(TYPE A) i: r•' ,L 23 10 (TYPE 1 Permeable Pavers 944 017 160 0.15 24 Minus Approx.GW Elev. 2 387 017 66 0.5 33 To of fin : _ EE - � r•591 i� FIN.ft R r 84/ fU J r''. f��. P $ 21.60 FIM FLR. _.-_ I •61 ti I - W _ cu FP I e ♦ ! J Gross Area 3 - --2 v t \"�'...37/ 6 i 145•� 6 _ EL_ t r EL._ BLDG.6!TYPE D) Pp 10.86 �g 3.25' r / / ` total storage required(cf): 2586 Minus Mimmum Vertical separation from GW 2,00 � 23_25' 1 65 1 FIN.FLR.t ♦ j ,� / Prop inlet RIM: 2200 JJ a > c�6 90• ` re. EL,= ! r IN f �' =Allowable effective depth: 8,74 09 I y 'm - 2325' cU TO rt' r/I O / /r / Top of Ring: 20.50 y • , \ j TE1VT! �f i Minus Approx.GW Elev. 10.77 , Provided Depth per 7.00 vif I P. = B� -11), ( Minimum Vertical separation from GW 2,00 Resulting Vertical Separation from GW V 5 ✓` ! ! ! II c'o • S •} UVJ r1 e /' rr' ri Y ✓ Mdrtus $ P 3.74 Of 1 4g) r M 7 t 721 / / P #of structures provided: conifer*e n T s \ ! \ , I • N F, / ✓` f ' J f fJ/ =Allowable effective depth: 7.73 p 1 ea, . . Z�3 I Provided storage in Leaching Basins: 479/ d tf REAL IMATt DE/ELOINFNT,CONSTtYCl10N•MANAatNFNT I _ �. /' • / I y _ E `�c i.t I �VS-2 /.` p/ f s / Provided Depth perStruture: 7.00 vif Provided storage in Rain Garden SW-S0: 344 tf y I .r • j i! / F i l S ti V Resulting Vertical from GW 2.73 v1f T \ t , 7• - �, I rat � rata!Storage Provided: 8P3 cf s e/^ • sF 70 ` - n r i / f /' It of structuresrovided: 6 ea. i, i P \ u ry ! `' 7 ' f / ••- r / Provided storage in Leaching Basins: 2871 cf B_S $ ,I t f - ee � seal53 Total Storage Provided: 2911 d FN �FM Required - DitiArea oume( RunoHCce3 Op S r tri .I i•,��^�,=. •;,.' r- °g Storage ''-• ' WS-5 Buildin Area 1 3123 1 0.17 531 1 531 s� _ i 8 ! - k- \� �•-._ -t' = _ �-4 -_- J-s /i e�-1-- = s7---F'._ -\� �--e-�-t 8 = � • s n1r+ , i; BLDG7fT-YPEDi !i `fr. �"/ /✓ Required FIN.RArea(sf) Rainfall(ft) Volume(cf) RunoffCce Description total storage required(d) 531 Sto►a$ (cf) Pro inletRlM• 25.07 EL. Parkin Lot/Sidewalks 11,247 1912 1 1912 Top of Ring 23.57 {{1 Permeable Pavers 63 0.27 12 Minus Approx.rox.GW Elev. i J = C 05 5 16.72FIN. LR. .re t - \ j � f.R .1} ' ILRnnW-AS/E ,�-` �, - \N5 TW7 'I }� -_- ,!•` !1 '\ N z y7 4 , _EL_.- !t F'l//`-!•, 'r,r/ \` �/`/` !°r o,. r r '" .�`f f 328 qg Minus Minimum Vertical ical seration from GW 200 O AR ` RRE17SITIOU REA S8 RanvG { WDESTEM ' total storage required(d): 196 _Allowable effective depth: 4.85 \PProp inletRlM• 22.42""MWATER lB7ONA To of Ring 20.92 Provided Depth per Structure: 4.00vlf Minus APProx,GW Bev, 1 062 Resulting Vertical Separation from GW 2,85 vlf r1`•�.''�\'.\•.,'�^��.*.'.M,ry1~d+' w-.te,`,',r r✓:,:• %/"/•"r� / f` � �"��.-.-,::�`M�•^'"` �r. ; t 54 /,•' r dd II • y % C v�� eQj f 3a II `'itIe!i' I! i d� 3l 30\9 �/e!r !��,, �-/l/J hj'J1 Qoi/Y - q'F,/�•.' °,`"/°`f r/=�`r/' ///,%r✓f/`�`"/�/'/"' - -r'', ,_"./ f/ ,`//��////,/r ` /�/7 I � ' f �\�.\ ._e-p`2` -- -ta --� :�7'•6)*4J 1 •3 ` i w� -..-- -`.- t- _ ► \'`f Jd 'ri f/df,,`'fr�r�/'/ //`/' r` f`fr'°f'/'' x-f- -�f/\//iy//r/` " / Minus tmumVertfcaleparation from GW 2.00 B#uotfi dstructuresArea provided z l ealoop 11 1 1 .76 =Allowable effective depth: 8.30 Provided storage in Leaching Basins: 273 cCn O BLDG.5"PE A) oZ t FN,FLR.EL. 25.15' Provided storage in Rain Garden S -8: 790 ofOS1 issued date d es-c_r.i...ption j I TProvided Depth per5tructure: 8.00 vif Total Storage Provided: 1064 ResulgVertctSeparattonfmGW 2.30 Of! 1 3-21-18 DRAINAGE- CALCULATIONS MN _SB5 Ll Q It of structures provided: 4ea. C-C -19-18 2005 WETLAND$DELINEATIO-_ Provided storage in Leaching Required 2 7 2188 of Description A (sfJ Ra Storage Provided. nfall(R) VolVlff C1 { Storage(d) 3 822- N - �]I �- s tW � _,._-. , �/ r,!?, f,/ Fr,/ ! .r /.r ' ,• '�f`��/�✓ `j / ♦r Jr. r ' t/f > - 26-- ,, - 18 REVISED DRAINAGE CA LCSuR .2WS-6 0,17 451 1 451 STORMRequired red Pro inet RIM: 28.20 total storage required(dJ: 451 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS 181 i RAIN GAR EDescrition ) oume(c) Runotoe ETENTT 10" OENrSPACR` To of Ring!Q Storage(cf) MinusApprax.GWElev. 26.70 5 12-18-18 ADDRESSED 12-17-2018 TOWN COMMENT S O sK` ' iDEls 1,696 0.17 1818 1 1818Png e 16.62 y i,i { i� 1`•1. • ii �/ p�f';/, If� Fr�`'/'r e '`,//°/-,+`'//\rr"' /f/ ✓ �/ "//I/•r(/.'f�rf /,sfi/fs,_'\;/' /\/,/I / ✓rr, /r J r''f /` ��'`. /,rJ` -.: 2 ;,/ryM/ ."f7,r/2f-^f- F_f o /' //i;%`/",0r'r�/ /r f .r"`!!/ rt,'r o t7'BEsNTIO_N qTR \/ ` r"�r`'`/- �,�'""r��rEJ\O`CW•)ivI/AAfit- SE/K/VIYC� \ Buildin Area 0 0.17 0 1 0 Minus Minimum Vertical separation from m GW 2.00 Pervious PaverArea 0 8.03 6 2-8- 19 ADDRESS ED T O WN COMMENTS 0-17 0 . depth:4 =Allowable effective 25 0F 1,00'" Ir Grass Area 9,242 7 2-12-19 ADDENDUM#117 1571 0r(OF%ET) �0 WGlLAND' / D XINEA1i0NPm inlet RIM: 22.80 total storage re required(�): 2054 Provided Depth erStructure: 4.00vf, ResultingVertical Separation from GW 6.o9,if issued date description SE TopofRfn$� 21.3C)) RAINGECQ�OGip RyygMinus Approx.GW Elev. 1362 Provided storage in LeachingBasins: 273 cf(TYPiCAf) Minus Minimum Vertical separation from GW 2.00 Provided storage in Rain Gardens SW-5&SW 6: 200 d#of structures ures provided: 1 ea. 0 9 Allowableeffetivede the 5.66 Total Storage Provided: 473 c� _ -- //� ,� /` r', •' J r ` / , ! / �� ! r Provided Depth per Structure: 5150 vif B-1 U J /r r f - / r, r '/ ResuitingVerticalSeparation from GW 218 Of (} / ✓ �'� } / _ '/ ' / ® ` `♦ / Description Required /f/ r #of structures provided: Area(sf Rainfall ft Volume P 12 ea. Storage d _ - J ( ) (cf) Runoff Coe C�U / �\\ ,%, d// � /J,` / ../ �r`i rsr r �% �'' - '/// // //% '` ��.� / ,, // /� / `�r/. //% / ♦ '9 f! r / ✓♦! f�P�1y�00 3 3Provided storagetnLearhingBasins. 4S12cf Buildin Area Total Storage Provided: 4512 cProp inlet RIM: 2209 totai storage required(�� 11403366 WS-7 Top of RinB� 20.59 I / f / r r Description Required Minus Approx,GW Elev. 14.00Ares(sf) Ralrtfafl(ft) Volume(cf) RunoffCoe - -- ___- - � _ ----_--- Storage ci Minus Minimum Vertical separation from GW 2.00 Parkin tot/Sidewalks 18,354 0,17 3120 1 3120 =Allowableeffectivedepth; 4,59 \ �_ ' / Permeable Pavement --- -" ,` / { / / / 1_iPAOF' •.RPi ts. �♦ ro` % �/ 73 0.17 12 D.s s 0) ` O /� % ` f ! r' ,s' / r° Grass Area 25,008 f 0.17 4251 0.15 638 Provided Depth per Structure; 4.00 Of "" ----------- -- - Q , % / / �r ° - f/ G ( F N total storage required d: 3764 Resulting Vertical Separation from GW / /r r✓ ! // �"`� / STORMVi1fFR / / ,•' g1 ) $ P 2.59 vif /n ` d ��'y ✓ ;,' /' / / r r° ✓ i 7 r/ / f 6� Prop Inlet RiM: 22,41 #of structures provided: 3 ed. P ' j A , /!!! ,r`� ° r F£T, ITIO/N ARF!' °• '✓ f / / , 70 P of Ring: 820 Provided storage In teething Basins; 820 cf title LA_ F /. f. j r fY ' / / r Minus Approx,GW Bev, 14,00 Provided storage In Rain Garden SW-4; 27g t( / �" / / � ;� . , r & +a / r' i/ / /' / f/ ••,,,- ? / ✓/ • / ��, Minus Minimum Vertical separation from GW 2.00 Total Storage Provided: 1099 \ r/ / r✓ /' // / 0 !. ^- -' 13 f �.�f/� -Allowable effective depth: 4.91 GRADING / ` 1 f \Jy //' / �/ 9' pr°/ r° / /O / O /' / /d /� ar A 7 d { / /',• ^. r / 1/ / Resulting Vertical Separation from GWProvided Depth per5tructure4,50 Of 2,41 vif DRAINAGE 7 0 of structures provNe& 13 ea. Provided storage In Leaching Basins: 3983 cf ,C �0 0 50 1 00 Total Storage Provided; 3999 d NOTES: _ ----._____ - _ \ t PLAN SCALE IN FEET 1A75-8 ). / O i 1 . REFER TO DRAINAGE STRUCTURE TABLE ON SHEET 02 FOR ADDITIONAL Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Required orag °' / ,r \ INFORMATIONe St REGARDING DRAINAGE STRUCTURES. ParkingLot/sidewaiks 1,527 0,17 z6o 1 260 0 "U O Permeable Pavement 58 0.17 30 0.5 5 2. REFER TO SH,:_ETS D1-A THRU D1 -D F•OR ADDITIONAL. iNF-ORMATION REGARDING Grass Area - 1,65z 8.17 zR1 0,15 42 \ \ 1 PIPES SIZES & TYPES, - total storage required(cf): 307 drawn by: BRC Prop Inlet RiM: 22,54 a - 7-' checked by: CFD Top of Ring: 2LO4 v.r n Minus Minimum Vertical separation from GW 2,00 ..O E Q \ i Minus Approx.GW Elev. 14.00 C i 0 ` =Allowable effective depth: 5,04 Scale: AS NOTED Provided Depth per Structure: 5.00 Of O FCu ,_ V �.�,v, OC 1 Resulting Vertical Separation from GW 2,04 Of project number. 17106,000 i #of structures provided: 1 ea. !1,i ttic,! t Tc;rdn Provided storage to Leaching Basins: 342 cf Rc,nnin L.c-in'-d Total Storage Provided: 342 cf sheet number O 0 N THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN HE DRAWINGS AND/OR HE ACCOMPANYING O Q KEY MAP OF A LICENSED PROFESSIONAL ENGINEER, WHERE SPECIFICATIONS, UNLESS ITS UNDER HE DIRECTiON _O � SUCH ALTERATIONS ARE MADE, HE PROFESSIONALENGDI L HEINEER FULL MD(TENT UST IGNOF HEEAALTERATiONDATE AND ON THE DESCRIBE 0 DRAWING AND/OR IN HE SPECIFICATION (NYS ED. LAW SECTION 7209-2) t IM 20.50 0 ` • \ x,SEa � �r,f ,� ,�''" f'f '' '� / ''` /, ( . f .20 I20.50 ✓''- �` RIM 25 � � / . ` � ` r RIM 20.50 � ,,. \ r -r,,.•/ ! �,�' ,.✓' . ,,,• ._--_ -�_-- _` ,,f'' N� - I / W S 2 :50 Q � j' x!Au 11 1 i 1`-2 50" :> �. FW., I W .41/ \rd� f I I x 1 .71 IU \. `: .ry O 0 W o, --� // x D I e / I E O m P D- i _- P -- i J x- 0.5 �. I I I I 1 0.5 00 21.10 w w /(/ m . / 20.50 RIM 21.00 / j , 22.3 22. 0 �!� 20.50 ,%' -_ x 1.s CONSTRUCTION FE CE �F, ;• ,'' , I� ,moi.+t ;:� ova .. 3.75 21 / --ti 78,10 x 21.46 22.00 v ` / 22 , $} � �} ` I I ,. . :► / 1,23. < / 5 LF . --,� i \ t T FENCE \ s II 5.99 1 I.E. LIMIT OF DISTURBANCE l I I / "� R 53' f tg^� HOPS"' \ /' ( ) M1S82 f 1300 Walt Whitman Road,Melville, New York q ( i RIM 28.10 I II . . �.. . ( o0 2 1 2 g 23.13 I �� //// ;�F ' (TURTL 'BARRIER)j.� ';, /1 ,� 11747 3 I I I I I I I 2.00 22.00 4 Qw --, 2 .f3 A` ,o / 2005 FRESHWATER �O , ` / \ jF°A ' �` Phone 631 300 1010 I I it I 0 2.,a\ 2313 3 -T T T-:2 d j`� �i WETLANDS/6Y C.W. x <.73 LEGEND: q �� ' j owner/developer: er: r 7 L 8"� HE Q`Q2:oo: �' u� :� j /` r� BOWMAN, LAND FUSE ESI„ p t 23.20 - 23.20 ` �n �� le AFFIRMED/�Y NYSDE / CONIFER REALY LLC a I I I ( I I 2.00'. ,_-,%, I 1 23.20 �° 23.283.20 ��w P - f! LETT `f /20/24 8 83 E.Main Street,Suite 600. EI . , 23.20 W Z > -- : ,� �� / x M-.4 ,! 22.9$ PROPOSED SPOT GRADE Rochester,New York 14604 z w Q ;z .00 '. 23.20J, 3.20 23.20 x eea6 t c I p z 23.20 aJ N - 22.70 Site/Civil Consultant q, W ! I I I I I :: ; I', x 6P 22.23 Q °C ~'a N 2262 W 23.20 10 LF \ TC 25.50 PROPOSED TOP OF CURB U 23.10 W 18"+� HDP �.} i I I � , w -. i V t ' -) I I I , - i � - I � W � N 1 ~1ti 0 ® ` �' `�+ �� ' / j � / �E //' �BC 25.00 PROPOSED BOTTOM OF CURB I --� Ci LIM TS dr,, 100, SETBACK • o .29 2616 1 o z' a. W N w F ,� \, �` % FC 25.00 FLUS �YFFSET) TG/WETLAND H CURB ELEVATION N \ I , I \� \ 22.80 . ( �1 - 23.20 m t- Z `� DELINEATI( BY C.W.; r` x,..,7� r X x (� EE I \ .t I \ - 22.00 ,s 23.20 LL 1 3 1 3 i j' 1 T Q> x. 2.00• K. 23.20 _ - ''�-i1 Cl;�� \ BOWMAN,-LAND ,USF,,/ I � RIM 25.00 g : I 6.00 22.00 23.20 �__ -TC' 23:00 --� 23.20 }} ECOL ICAL SE�Vt`CES 32.c^9 Q Q 2&Of \ 22,0 i -" � 1 I RIM 25.00 PROPOSED RIM ELEVATION �. li ?- 23.20 BC 22.50 , 2.00 ` ; �' INC�'(TYPICAL)�, / L K McLEAN ASSOCIATES, P.C. 3837 �c RIM 24.50 -(; b\° 3.20 . �-'. 1 ,`may c x e0s1 1 0 x /6 fid` 33.7 fy�J t , / 23.20 - ``_ 1 i t' I 1 LONG ISLAND, NY X2.00 a 23.70 \� a+,� / �/ 437 SOUTH COUNTRY RD., 1 I. �� 23.16 s cr t V, • ' I + '23.00 ----- 23.13 23.1 . I '0 I PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 �, \ 1' ! � 3.47 23.11 BC 22.64 1 3.13 ��-t`sQ� - /' /' •15 W SOLID COVER r7 \ /, \ f t TC 22.6 $. / �3 11 0 ,� t e I / Tei: 631.286.8668 I , @ i j �� \\ I TC 23.00 BC 2. \ \\ f '��,• [ �` f �-. 24.91 24 23.7 r 23.11 G G G �22.�59 G- G G 1 x ;9 a cT1 W I / / I - - 15 Lf n \ x,99G, PROPOSED LEACHING BASIN _ W OPEN GRATE 3,,7s x O I \` - I I TCI 23.06 /BC 22_63 " x:<.72 / \ t`16i 9 i 2s.3a BC 22.56 °77 FQQk' i �� TP-11 / 22 6 �`-_/ :�, BCS 22.50 ; I , '� x 16-f1 \ 0II I i .r x 33� T 23.s� tiro X64 I C 22.40 'W /`� ,�� ; PROPOSED CATCH BASIN VINEYARD VIEW II I B 23.1 / w BC 22.70 ;y TC 22.42' TC 2.87 %, \ , j f` / 17 _ T 22.95 / � { TYPE C 2 NORTH ROAD IfC 23.+2 i 23.09 '"� BC 22.17 \ I, �BC _.37 TP �� MI.87 3% \ 12x.86 ��-- �c 23. 2 > ' -` 22.84 BC 22.64 Tc 22.35 TC 22.9F1 Talo TOWN OF SOUTHOLD, N.Y. 11939 4' TC 23.15 TC 22•$9 BC 22.10 `� BC 22.40 r + �,,� 1 .55 / /� % ' ►®+ PROPOSED DRAINAGE MANHOLE R M 1 80 •x x IREEREE-1, �' ` 7. c�.ANDBA ;` '- ;� 1 BC 22.90 i BC 22.70L� R►M 21.80 22 \� - i / 1 I f//I 18 (SEE TABLE FOR SIZE) TC 22.95 TC 22.95 TC 40 22 30 15 LF R BC 22.21 BC 22.15 1 �`` a FC 22.41 ;7 > 1 II TC 23.6TC 24042 N ; PE , �'8 DPE_ ,% x 1R�< / I j'� PROPOSED HDPE PIPE s` ° TC 22 46 f 3488 II �o s. 5� T 9T T T T `' 22 .-- ' 22_40 ' 22.s ' '� / 'f ,. (SEE PLAN FOR SIZE ,. _12 TC 24.3322 FC 22.84 TC 2228 r ® ; k f TC 4. 0 BC 23.83 �' ry� r I 1 ,,-- 9.78 g 2 2 BC 22. 4 TC 22.3 �, � 1 i {;. 7.7 1 _.27135 1 2 2 $ 2 f PROPOSED MATCHLINE N B 22 90 22.eo BC 22.7 - BC 22.1� 2t ss --_--fC 22.90 ' /'� I� -3�- / rw .1 \ I I _._.�� I BC 22.90 ' BC 22.96 I Ute . E E E E �C � 4o E �£ `f \ /~ (SEE PLAN KEY) sm.:•{ y . 3160 II r-`' 1 I TC 22.5 -T T T T T T T �o ( j ,/ la S 'S "�' S S S 23 x' TC 22.98 TC 22.6 , b\ >y i �, _ s s-I- TC 24� i BC 22.3 + N T� 23.00 ,'' r // I' ` ,r x fif2b s ` 1��- . P I PC`•23. s-�e 22.75 ` �.i TC 23.00 Bc 22.50 ` �' o ,� x � \i j NON- DISTURBANCE BUFFER x i' _� --�5•-E \ L- - L 1 - - J I I BC 22.50 i BC 22. 0 , /' • GG G G---G G T T T E T .�7 T b E �� 24.90 C 22. 0 ! FC 2.6' ..4 / / , y \ G G / - - ��- - - �s H 2 23.03 TC 22 41 TC 23. 0 I �o W 21.- 220 , ;,e `,�f , ,;" I ` / con � e r : 3.11 BC 22. 0 3, % / " .07 � C 22. Y3, 23.11 � 2.75 I Y'' � � rr / Ij REAL EfTAt[DEVELOPMENT.CONfTlfCilOtl!MAtlAOEYENt 24.90 %._�` 3 151 -G G G G G�2 .13G E 2 / '/ ta01 A / / W \ FC 2. 9 2 22.88 _ x 23 t 2 �r / W �-- --.- 't u2 TC 24.09 23.13 15 II BC 23.59 Td 23.201 23:15 '13.1 , T j BC 22.70 23.20 23.20 \ z seal 2.55 / °D -3.7 H I - 23. 0 I! > / .32 \ Na+ / s' 2.20 23.20 ,� 22. ,f' X^x.11, ;•'' i` t 2.58 W �� o 3 I I 32 x 3,.90 / -0 ,\ 23.20 !n �"�� i i 2.61 F m N V x 611 Ln / /•- 4 .50 r/ /' I' :,t . I2.3 2.59 I t i ` �% ❑ '� ' I `�....�.�2 �`. f 2,3 � 23.20 � / � M � N / f ✓ �<, '` / '. TC T4.17 N4P� , LF 1 h 0 NI z W N RIM 22.00 £ 3.05 / ' N ��•` _../.• `!r''' S x ' Q . BC 33.67 LL x l I /® ' x26.90 / J �. x 18.31 s`' TC 33.6 4 j a TC 2 .0 PROPOSED ZIPPER DRAIN 23.20 = 2 ; ,' ---•....BC 33.17 / 1 a RIM .40 / c �� ,r � -'-- ➢A7 I TC 33.9 "`~ „W I ._. x BC 2 .5 -.''\ RIM 2 0 / I ( co I , �� / S / I a BC 33.42 )TC 36.71 TC 2 .3 w INV L.47 -� --- 2.0 .�` ''.� - /2 Issued date description v i ''� '33.50 W BC 30.21 C 7.00x 3G.s � BC 2 .8 H C X16.32 r 3.20 , f ; �� 22:150 O > / ! I B¢ 33.00 ( C 26.50 �. -. 3, I ! cc B 25.82 �, 0 �!, <, 23.20 23.20 - 1® 1 1B , 50 2.07 '\.r f, �� fj 1 7-19-18 2005 WETLANDS DELINEATION �N I I i TC 2 .59, 1 / n 3 _�.� f � ,. ,+° ' 33.31 M -'- , L �` 2 8-22-18 ADDED STR'S:23c,23d,37b O I 33.10 II .pC 2 09 .. M, `� T X92 2 23.20 / 23.0 % < y _-_-y --yP _yF _Vi 0 Q 1 `` -• !'" f ( ' 3. 7 .56 "}"33.02 p r. -- P w ,� g 69 23.15 a RIM 2.6Q (� I W� !1 23.20 IM 22.80 RIM 22.80 LL_ / 8 7 % �O T T T �T T --T�-----T - � / � 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMtAENTS .{..33.37 °p x i - __. ._. _ - Ix I 3.13 rr j I I N ` 't ' y 23. 2 LF23.1 �`� �+ / ; k 22.60 22:96 / of I > W~ �0 4.10; -`. /14 , .<� _ 22.80 5 12-21-18 ADDRESSED 12-17-2018 TOWN O / 1 �t a ( y / 1D ,1HDPE ► Bg o� 23.10 3.10 x,10 P � --- P 2:33 i --- P P .. P --- O ° M T� 33.6 N `� �A'O r -w----°w•- -w---w w ^:, w ;,� Co1MENTS I, ,� / �• , J .7Q LF 1g LFP 3A -' �` `� , , 6 2-8-19 DDRESSED TOWN COMMENTS ' ti % / 23.1�3 ` . 1 1 g"� R 22.60 p 338 / � I -4.7% B 33.1 7 8 i I N 23.63 `. 1 N 9 ( > 24.83 i 2 23.67 ' f ?9 t,"s & 2-12-19 ADDENDUM#1 TC 78 W TC 24.00, �� Cn 386 3.29 ; / 2 - / H I la � �- -a- / 3C 3.50 24. 5 ,� . 4, / S 1 ----o- / 13�3P x 3' ` .12 BC 28 0 `'� / 2 H " '-- issued date description � 5 ,283 I r 7 I / 24.59 d - C D. .�O / _ P x 2L97 m _ "_"...I O o' s 3. 5 C "'`' W r, 2 �19 4 � a 23.39 .�� O 23 Y 6 I � 1ro7,on ,,,_,. -23.1 �",.. I �1�•J� • �. -}32.5 x a1.s� 25.85 s 24 I*� 1 .03 Z \ CO 2 ----- . - 23.2Q_..,, TC 22.80 S FC x.40 v I ' 75 .3q \. H / '\ , f 00 � 2 1031, 23.20 ..� '•--2 .08 BC 22.30 •= p �` `__ <v - 13 ` / \Q �\ I TC 23.00-..•••. -�. TC 22.90 --w 7r89 TC 26.33 , �\ ¢ \\ 4 BC 22.40 ' _ C 25.83 i/-� + ! "moo \ 1 Q ► 23.1 BC 22.50 i TC 22.80 BC 22.50 - a i t I I �, ,�h ► J 23.20 BC 22.30 24.rs,- ti .� OO � � � � (}1 O 3. •� ...•,_ TC 22.75 ,��- > >8 _ 24.06ell O I PROPOSED ZIPPER 23.09 �` `�kFtIM 22.00 BC 22. 5 1 I 0 1 > ; ` > �,�_. 24.29 `� CoQ .60 �� r DRAIN BC 22.46 B 35 'ti 2 I v f I E 34.x5 I 4� N ti� i ; 24.40 ^r� ' x 9 23.Os -20� I RIM 22.80 TC 22.70 -- - T .591 ;'en'o -1.5 /n I 34.94 26.38 RIM 24. 2 \ ,p' TC 23.00 + e r 3 / 24.42 _ LF O INV 22.47 BC 22.50 . 4.59 f C;3 TC 25.1 ti A i I TC 25.46 / BC 24.6 y 25 57 `�2z97 �4.�L8 �` - . 1�' HDPE i7 \ 23.25 RIM 22.60 _ x 207 ,� i C x \ , C ?�F. , + 8 i 23.20 L0 c TC 22.54 m 3.50 , rn I ' c I 25.1 1 TC 25. 0 \ ; �` -12 hp� _ 1a t L N 3.2 2 9 .�`b S2rJ3 ivT 22 4 > / �F 3.20 IBC 22.29 0 •� > I x 32.19 - \ BC 25. 0 25.85 .- ` t� -I2 1 v �� `�23 23.00 8 M TO 22.57 O 3s n I. :3s 35.00 \F TC 2 .2 /� 5: 8 `.� Q ► -1.2% / I I I 3.75 t N TC 23.00 BC 22.32 ! 4.70 1 N x 31 PO \ > x .38 25. 8 j BC 24.7 Z6.' \ �24�§t3 - 1 63 0 2 M 11 BC 22.50 _RIM 22.2 o s o I I a TC 2 .5 5.81 00 _ - T g 4 m title 1 B 2 .o s._.r = 2 ti 7 f 23 TC 22.69 T 22.54 22.25 ,,- E` I I I \ a \ H ' 25.53/- ' F _ W B 22.29 i IM 22.26 `1 TC 2 25 �6 fi.73 , fE.64 ° ( NORTH ) 12 ❑ I 1 I r .° BC 2Z.75 26.tJ5 ► r` i 23.67 J - �J I 6 x 3f.IP "fC 26.70 ``"'� 25.33 "` -'� 34 Z ``.._"'� •07 m moo$ O�Oe I DRAINAGE sn �•_;___ 1 I\ ' a C 26.20 x 2R7-S 25 1 rm \ RIM 2 0 x 19.27 "0 LF ip 1 2.2 x 3 o \ W c \ - ° 27. 0 z7s �� 23.1 \ z + ? C 6.90 cb � 23.06 3.18 18"� HDPE a �� /__ \� I C f \ 32.60 \� 6.86- _ C 6.40 1� / 26 ` 25.3\ .10 LL 10 LF 4 , i 1 PLAN IYC 26.99 1 3.20 x 1923 18 ' 3 i 2 4 49 BC 26.49 27.15 i i \ -O 3.2 HDPE\ -_i 0 20 40 \ I 1 c� RIM 22.00 9 ' x 3 2_i6. 7.0'3' �® 23.10 r' RIM 22.29 Feet ti \_ 25.40 e� i ,�, -- 32.60 • 0 '�x-.-- \_ - 48_ t 2 27.91 N x 31.6? TC 27.90 27. 5 x, TC 23.00 I PLAN KEY 8x 3 23.1 = BC 22.50 1.04- TC . „ _ , 27. 0 BC 27.40 25.52SCALE. 1 -20 Bc�7. o FC 27.13 27.1i'--- � � �`� \ � S / S BC 22.47 I 3< 1y 2.49 \ 7' f y 7,•'.40 +25.57 \� J :23 \ BC 22.5'0 S S S I drawn by: LMY x 3384 a 2.70 I , 1 TC 28.16 FC 213 I i TIC TC 2.68 TC 22. 3 2.6 B( 27.66 27.9` 6' x or F <c. 3'0 23 12 T 3.00 BC 2.43 checked by: CFD n F 2.88 LL -' \ \ QQ 23.37 ° 2 7 FC 27.7 B 27.40 \ 1 i. O 3 2. a 288 ® X28.22 -5'5.56 223.18 BC 2 0 L D 1 _A D 1_g �� x2033 \ E °' 3.07 1 0. FC 27. 0 x 7 \ ,� I 22.7 etu \, BC 2. 7 TC 22. - . rn 3.31 0.77 0. 6 m �\ B 2 0 �d< \ 24.88 _ 23.x you 23.25 _7 TC 22. 2 BC 2 1 � . . scale: AS NOTED (! 69 - 33.02 ,� f �'� 28.22 � ` 5.45 25.22 "1 - -0 23.20 x 1R� O C ' 3.39 "- :1�9 31. 9 30.26 - ' - ' T ' 7 r BC 7.66- �.75 �5 t-f I + 1815 L �� E FC 2 .5 2 1 I _� w v [" project 0 3.19 = 3. 0 22.70 F n r n a number: 17106.000 O F NOP �' D 1 LF R1M 23.1. • , TP- '� ° _ I s TC 26.70 \- �,�24.t8 NDP 23 23.16 2 22.86 _ Scuthald I o'sdn n� 3. > \\ TC 2125 !, 1a 1 8"0 j I = 23.20 23.09 d\ Cn 3.54 x 33,3 \f 28 6 BC 217.75 BC 26.20 RI 23.58 I LF 22.95 I 22.92 2 2 R,:.nnin [ d v 4. 28.60 28.80 4 \ 39 FC,�7.80 -5 6.41 26.41 + ryro ; '___.- 3.95 \ _7-iDP 3.2 23.03 O 2 65 9 `''V sheet number O 3.73 s s - \\ c\ W FC 'L 7. .72 '�.. 23.78 N f 23. 1 y h C 2 N !\\t O 4.06 ,7 1 .99 `v s TC 28,6, TC 26.25 2 TC 24.00 F 22.72 THE EDUCATION LAW OF THE STATE OF NEW YORK O 9 \ 8.16 tC 25.80 f�fM 22.40 TC 23. 4 PROHIBITS ANY PERSON FROM ALTERING ANYTHING 3 B BC 25.75 25.31 BC 23.50 23.38 C 2 FC 22.58 IN THE DRAWINGS AND/OR THE ACCOMPANYING O , _ > _ TC 38 s 23.66 `�'` OF A LICENSED PROFESSIONAL ENGINEER WH O to -I V �,_ 30.59 ( > .30� . r� �� FC SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N D 1 C D 1' 34- --- - - + 0 C 27.0 TC 26.95 ° 7 T 23.3 TC 3.03 TIC 83 2 31 �-� -- > s- -23:28 - S S � - ONE DI -A M 8 TC ATBC .11 22.85S 2 78C22.36 RIM 22.30 SUCH ALTERATIONS ARE MADE, THE PROFESSIONALCHLINE A AB 2'7` B0 22.61 STC 23.88 ENGINEER MUST SIGN. SEAL. DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE a DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) -7,06,001 PIN&CAP / rA.as FND. ri / x 11.77, (� x 4'04 x 130, x 0..10 - x rP�B /� x R• 1 fir, x 12.9;, i 1 ` / \ ' ` °� 1300 Wait Whitman Road,Melville,New York es. !`f f/ 11747 ' �- Phone 631 300 1010 I x x 10.32 LEGEND: \1 1 ,• /� / � � /// \ ,/ � v� owner/developer: ' \ CONIFER REALY LLC 83 E.Main Street,Suite 600, x r f,-° f,'� +� ; Sa422.98 PROPOSED SPOT GRADE Rochester,New York 14604 604 Site/Civil Consultant TC 25.50 PROPOSED TOP OF CURB _ BC 25.00 PROPOSED BOTTOM OF CURB 'X 141r,f -'/ j, / ,� 11.99` ' FC 25.00 FLUSH CURB ELEVATION RIM 25.00 PROPOSED RIM ELEVATION L K.Mc1EAN ASSOCIATES, P.C. LONG ISLAND, NY 437 SOUTH COUNTRY RD., / 7273 / BROOKHAVEN. NEW YORK 11719 x 11. �, �•/`f �/ 72 ,/° J'r x r�17 \. j PROPOSED LEACHING BASUN Tel: 631.286.8668 r •,15, W/ SOLID COVER �,� X 16.72 \ � ' \ \ PROPOSED LEACHING BASIN eI � x 17.73 � 2005 FRESHWATER W/ OPEN GRATE VINEYARD VIEW WETLANDS BY C.W. +\ X17 TYPE OC-2 CATCH BASIN NORTH ROAD BOWMAN, LAND USE ESI„ /! AFFIRMED BY NYSDEC TOWN OF SOUTHOLD, N.Y. 11939 x 16.96 ,� \ LETTER 6/20/2018 fQ®18 PROPOSED DRAINAGE MANHOLE (SEE TABLE FOR SIZE) / PROPOSED HDPE PIPE �• � / :�' / ` � f , x 77,6 ./'� (SEE PLAN FOR SIZE) %,,.a+ , i' !� / <` i -1fi/ °. PROPOSED MATCiHLINE (SEE PLAN KEY) x/4.4 %11Z40 + � 11 ,�� % / / f ,✓ ` �-%-1111 ® \ S ' \ .,. ..,,..,..... / % - ®, / ✓ NON- DISTURBANCE BUFFER co /" / 1703 3, \ \ d 6.__.,..d. 1 \ G •� k conifer�R UJ �f// 1" / X 19.27 ORAL EtTATC OEVILOTMEMT•COMLTR%CTIOM A MAMAif Yf NT / - / / 7,38 1 e PIN&CAP _1 x 1613 d4 19.19 � ,4� \ / seal <;. 70 / 1�/ ,,,• ,./ x 19.33 Qx W3 i/ �/ \ \\ C.0'NSTRUCTIQ jFENCE / t� r� � x"61 o� / \ al s° \ / �\ ` issued date description 2.02 / ✓ \ 1 1 7-19-18 2005 WETLANDS DELINEATION SILT FENCE (I. x LIMIT OF� TURBAN IB53 ` ,�% 2 8-22-18 ADDED STR'S:23c,23d,37b 15� �, � ` � �tJRTLE BA IER) � \ x x04 3 12-21-18 ADDRESSED 12-17-2018 TOWN U / '!� ✓ ' Z o + ; y/ x 4.5b� COMMENTS 0.5 XL �I z �_.� \ R14/20.50 \ / �, \ / 4 2-8-19 ADDRESSED TOWN COMMENTS 01 .. .. -f''I \ : r° / \ �/ \ -P- i f♦ \ \ \ 5 2-12-19 ADDENDUM#1 00 f- _.. - 77 z . ltd .`j / :� 21.74 r'/ \ \ / \ \X .,.,,..-- \�'�'��T�•+g-/�Tt �c !r'YY• .6.L.- 1 11, nor V r 7.AJ O .., .- TC 23.00 / BC 22.5 \ \ x T i- - -- 1.40 21x3 / / x l7 5 Y✓ issued date description r �..,..... ---_..._.--- BC 22.x'' 23.10 I -'-2 % .� % /'•- / \ \ ,� p. A1C / r1 3;10 x �. \ ✓F / ,/� R / ` _ -z F F F F F F -- w 2;2��... _a,l. G. F I TC 2 ,.00 c w w- - ®S I 23.09 w t BC 22.50 •a c 22.50 g I �o/ / LIMITS /1.00' S�TTBACK 3• -6 x x26 w 3.11 22.50 p \-TC 22175 I 2 FC 2.50 ° >✓ OQ � �� / � ..� (OFFSET) T0\WETLAND , BC 22.25 I �TP-6 TC 3.00 ,= W rm TC+ 2s3►.00 \_ DE f(vEATION `/B� C.W. U /1 BC .50 / ® \ (L W F F I.OI-ZC.50- F - F - F F / 3 ` ( I I \ / WMAN-LA D, USE v r0 -1.5 1 , 2 I �C, TC 23.00 w w w w w w T T--�-T T ,. I� Q�1 J W i G o yop r I t �. BC 22.50 j ` `,/ECOLOGICAL SERVICE U - 23.20 I _ fI3. 3 `, ` r5 INC.)(TY,P`�CAL) �c /j i ` ' x P.97 23.20 '• II-0 2.2°Io W 1 ! 3.20 0 i / d \ ~\ x,313 23.28 EM! 2249 - -� /"�\ / ,f •,, s Y G' � I .I ' '- N 3 11 23.20 23.20 � 1 � j + �/ x 1� ` of I i W 1a 23.20 r{ d' Q C\! ��' 8'0 0 �j ® W -2.2% 3.20 .+23.1 pl° W J Cr) I N ` / ° / `� \ title 0.. LL N TC 23.0 N / 3.20 ;•, 0• i/ �' � / '� x 146+ ---- 23.20 J �" Z I I BC 22.50 � P 6 ,�o RIM 21. 0 ''"``, t 9.80 I-- 44 �E tiF�F s I 5to1 � 20.81 � ,�° ( EAST) DRAINAGE TC 22.46 - 6 LU _ 5.9 � o -2.2 BC 22.71 T 22.46 . LO z '� d / > T � m T 2 .00 CO 0 l W .� ° / i/ � 23.20 TC 23.00 j® C 22.36 BC 22.71 8 2 .50 F 1WF- •',I:k I ; BC 22.50 C 22.60 W M w � z 1 \ PLAN p .2 Q.. N `. 55 I 23.20 3 0 LL 3 � _ TC ��2.3� � �' _ 9: � • 9 C 22.61.- C 22..71 , m F- 20.47 T 1`.' i 3 / 23.04 23.09 ' i• --23,11 23.20 23.20 N N Z O \. Cp v -S S F .43 I - } ' 1.L�, .3 PLAN KEY B� 2 .65 - S s r S S _S FC 22.32 S ( i �(� `; \ \ o. �// / i / x 17.47 � C i 23.00 ,� a 23.110 FC 22.35 - X P0.49 \ '�, / TC 23.00 23.20 E I I / C ' z ,I I FC 22.47 BC 22.50 23.14 c \ ' 1M 18:50 / / r drown by: LMY IM 22. ' 2 .00 �,>s TC 22.91 TC 22.63 23.20 23.18 00 1� RIM 2 . BC 22.38 23.17 \ 18.50 >t A qz I BC 22. 1 checked by: CFD CL i 6 � ' , ® 18„ %. ' ;TC 3 BC 22.95 TC 23.20 H N-0.7% U. - �211 _/ P c 3.1 !, BC 22.95 �Ot �z '- r`r j -- r D 1-A D 1-B 22.70 _ T� 23.15 I o ____ ,� \ i . ` scale: AS NOTED L E Q 2 1 3 92 '� 3.1 I / i / F - p C 23.20 3.20 T 23.00 / I % x 79b0 r' -` , %' , 0 ;3 project number: 17106.000 0 22.86 013c 22.70 Bc �2.7o K BC 23. TC 23.43 B 2 .50 ' r" R 23.1 ! ; 23.1423 , ,� , ,/ ✓' F`-' ` 22.65 TC 23.30 1 C 23.63 C 23.0 W BC 2. 7 i / ]9.4 O C 23.76 'f _ ,BC 23.18 f I / L cup lnld To+ren aD BC 22.80 B 23.13 ,�- TC f2. 1 . W / x 19.50 l / N TC 24.25 BC 22.72 ti H `l_ : ^ f g, 1 �r g ''� .rd TC 22.95 2 .23 3.03 % ( I X .ss / / �/ BC 23.75 TC 22.97 -l I i F �nnin F sheet number Q,.. BC 22.45 FC 23.80 BC 22.78 -� $2.76 z J ; i f / 7i-IE EDUCATION LAW OF THE STATE OF NEW YORK X � PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON O `~ TC 24.20 TC 23. TC 23.03 �' ` 22.97 I % /' / / 1 IN THE DRAWINGS AND/OR THE ACCOMPANYING O j RIM 22.30 I f d F £ / r , J+ / / / / SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION C; 1 TC 23.88 Tc 23.66 1 0'�; Bc 23.70 C 2 .19 BCC 24 `300 BC 23.36L D ��I 23.1 / ,. O 7560 23.3$ x=, TC 23.13 I I ' f' f !/ / SUCH ALTERATIONS ARE MADE, THEIP PROFESSIONAL N D 1 -C D 1- T� ��a� BC 23.16 ti BC 21.69 f '7d Fly, on 77 QQ� P PKIN( I I r j ,o" ;20 ,` / no , ,� / DI -B .0 Feet THE FULL EXTENT OF THE ALTERATION ON THE y � M AT C H Ll N E A-A �-��'' '� � •` �"11 1 �='' ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE r� DRAWING AND/OR IN THE SPECIFICATION L'- •. SCALE. 20 (NYS ED. LAW SECTION 7209-2) MATCHLINE A-A r R _ \ --•-- �wL3.1 ti ' I [Ili L. / i ,:3 2. 5.56TC 94,69 34.6 952 3.07 0.77 0. O.m ;P.66 B 180 FC 270.`0 x 2a 7 24.88 \ �� 23.8 22.17,0 a 23.25 \ \ 7 I TC 22 2 BC 291 - ::, 3.31 3.02 n n ?a, 28.22 5.45 25.22 .. ^T 23.20 3.20 x J FC 2 5 i 22.70 69 3.19 ,7P ( TC 8.16 " .75 LF 5 t ` 2 1 c s BC 7.66 a„0 1{4 D \ f LF RIM 23.1 Q 23IF .20 -23.09 22,86 3.39 3:19 31. 9 30.26 ' _ ' ! ' . 1'6 p 18,Te- �,, ° 3. a f TC 2 25 TC 26.70 �A _;�2 � 1 -•^}- ' BC 75 8 HDP 23 LF 22.95 23.16 22.92 2 CO 22.65 ` 1300 Walt Whitman Road,Melville,New York 3.54 x 9343 \\� '� s BC 26.20 RI 23.58" _ _ 23.03 4. 28.60 28.80 4 �� 39 FC, 7.80 '`J• FA 3.95 \ m �p T 2 11747 3.73 3 �{- �c s FC �L/.72 I9' 26.41 N i 23.78 ry E 23. 1 N C 2. Phone 631 3001010 q .06 TC 28.63 TC 26.25 25.09 TC 24.0 F 22 72 _ 25.31 BC 23.50 ,C 2 FC 22.58 ~ >i x 3a y ; �, I BC 25.75 �'C 25.80 2R3 3Q22.40 TC 23. 4 LEGEND: X ,., ..■..�.■ , Bch . .30,x„ .,,,�■,■■ .� =ST� B FC owner/developer: { ""- 3 30.59 TC 38 / g s C 27,0 TC 26.95 °�° -C 3.78 23.623.35` TC 3.03 TC 83 C 22.36 RIM 22.30 CONIFER REALY LLC TC 23.88 Rochester,New York 14604 CO ,gyp C 2 � `1- �C 26 a� 4 ss � s- 2 s s s 2 •78 �� 83 E.Main Street,Suite 600, ` \ T 31 I BC .11 -� 22.85 '�.. B 2.78 TC 22.61 _s_S s s s s s s s s s s s s s s��s s s S ® ° 78C 23.38 22.98 PROPOSED SPOT GRADE � I� ' � � 9.37NN 8.80 N C 1 aT\C 24.25 TC 23.96 { ' }�- I I 284 0 _ a' TC 26.64 ? BCS 23.75 C 23:54 TC 23.68 TC 2 .880 \ BC 23.46 $•77 ( 28.3 x N BC 26.14 BC 25.87 >z BC 23.04 @C 23.1 B BC 238 1 \ Site/Civil Consultant x W J \ x 6P5 ..25.69 TC 24.35 ..�23.6� .22.99 \r M 7�6 „ n „ C 23.8M5 n x � n n A �,� -� TC 25.50 PROPOSED TOP OF CURB W ( 28.80 f a a 78\_- a -- e eTe--26:29-- 2 e e T1r-23 63- -- ■ ° z ! Zv95 7.7 -'6�d � p ~ x,4.77 , X W l E �nC n .70 7.go ' 7° �// 2s FC 25.79 6 56 EIC 24.03 BC 23.808C 23.13��° _ 24 24.75 4 �� 0 T BC 25.00 PROPOSED BOTTOM OF CURB E i 31i x 3 \ 8.g1 \ C,) -J W [7E 0 24 C 21.00 IIp��6.47 LRf _ FC 25.00 FLUSH CURB ELEVATION O \ / O G ° 28 E"``^E G G G TC G� T T T G E E E E E ! ■ � I 4 8. LL_ V � T�l E E E E E E"B�4�A B-4 5� I LS.SO !� !y �t II.• \ ° �"•-. TC G _ �c�� A' TC � 1 I y J 2350 x P6,6bti L _ 19 I � t ` . � -_.�\-G� o 25.40 �: 1 . • ��.6 �' BC 26.60 S. �`\ � /.+ •_. (� . . .23.50 •.{ ( BC 58, 4. ``--- " 2 b:'` W 24.56 , RIM 25.00 PROPOSED RIM ELEVATION 25.03 r� h \ 2� . F--Q~' i L K MCLEAN ASSOCIATES, P.C. Q �' Jf ' X 2640 ...r- �4 •I �'�' ., "'+. W 28. 7 I 8.90 ; : RIM 26.00 FENI _ 00 k \ h •. , 1.. _ I � -•-- _ . LONG ISLAND, NY �I 8.82 2> 80 d, p " 26.85 �SVIIAL_/_ T 2 ` z C) Z �, 437 SOUTH COUNTRY RD.. 8.80 ry� GPS R \. .. x 2x96 8.;. 4. o26 BROOKHAVEN, NEW YORK 11719 x 34.89 ! w, i 24.50 (L =2 % PROPOSED LEACHING BASIN .� INI 32�71 w �J1`. x P,s 50 RIM 24.50 RIM 23.75 LLI ( ��15� W/ SOLID COVER Tel: 631.286.8668 x `a 36- __ �, 82 ^ �., • �'� 228 ILL 3.50 I N ``, �'�. PROPOSED LEACHING BASIN sr •. x 1,16/ W OPEN GRATE 1 x3663 RIM 27.82 L . RSM,26.00''. 3 / ....,� __.. 28 ,�. { / gg 1 /-` ' ' x•92 X 261 '� - / �"``'' �; PROPOSED CATCH BASIN VINEYARD VIEW TYPE C-2 3T N W \ �...' i R x 6,92 . ,� � I a 17 NORTH ROAD x 34.99 ' \ x 94.66 127.00 �-' ' / .,, ••'' �.�.,. �.-• TOWN OF SOUTHOLD, N.Y. 11939 V ( X .'s �,z7.43 3P4 , / ✓ ° PROPOSED DRAINAGE MANHOLE t �. $ , ` 0 I `' (� ��i h/ �• . �� s 80 --�zz,27 { 18 (SEE TABLE FOR SIZE) o x 29.70 x .67 { 10 PROPOSED HDPE PIPE (SEE PLAN FOR SIZE) (I,E. IMIT OF STURBANCE''� ,/'�..• ��L .� u>.; (y RTLE BA lER) � PROPOSED MATCHLINE x P7.t1 \ ' \ RNs ■ ■ �� "`md,.,... 5:: ._..._..___ � x 29.11 f � f, /// � ' RI (SEE PLAN KEY) I r _...-� �- f ..,.•--''' �/ � � ! � �'-_ // ` X 27 3 5 24.33 r---- - . 7 . X 24,41 724 � I' NON- DISTURBANCE BUFFER �- X 2377 \� / \Ir't�v►ITS OF Ado' SETBA i` s • L . _ _._ x ,,. / .o° I �9e x 24.76 � / � ` % ■00 x 3633 .F,SET) 0 WETLA D'^ x P757' � EMON (BY � . n re �-- C 0w ry_ x9533 _ l l BOWMAN•--LAND �E ECOLOGICAh,,,S VICES, to RTAL RSTAYF DEYFIOf MFNT,CONFT1b C710M t MANAGEMENT . I35 x J ` x 2526 �o° 1�iC.)(TYP I C9L 100 � -- \' x3,.46 \ ,!' /- ,r x 24.37 -26 seal -- - / X P597 / X W r`•;a`/' �i}-7. k,• ! x 24.81 � x 27.43 / / r ��0.n• ,`y t1` -� x 2293 x3562 � j r' / / J.-'-' x 7 G/ X P9f4 O �. T t , 17 , +i 1 / x�.t0 x / { x 3547 � x PG73 � � x 24.20 C j x bt \\x 2,96 All 1 / i / �r� 20 FRESHW9ER �/ 0- f W TLANDS B)" C.W. issued date description X 24.95 BOWMAN ND USE F 1„ o W 1 f �` / / 1 7-19-18 2005 WETLANDS DELINEATION I I j /, 1 1 / :% /� / AFFIRMS BY NYSD/EC ;r , E � - _ x 2356 '� LETTE 6/20/20 X 2279 } I/% ; i /.' x 23.39 �•-24 \ ! 2 8-22-18 ADDED STR'S:23c,23d,374 Li !� 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS 4 12-21-18 ADDRESSED 12-17-2018 TOWN COMMENTS Q I I %r �// / sz 5 2-8-19 ADDRESSED TOWN COMMENTS I tfj r � �2597 1 / p / / / l r \�x� ' 8. 2-12-19 ADDENDUM#1 CO ! ' / N / !((( u O l / X x73 x n.9r x 28x3 x 2zu, ■ / issued date description rn ' rn C 41 PLAN KEY U v O 0 20 40 L) Feet D1-A D1 B SCALE: I�� =24 C o i title a� WEST) DRAINAGE v D1-C D1- U PLAN D N 3 _0 a� v n drawn by: LMY a a checked by: CFD o scale: AS NOTED E a project number: 17106.000 L0 o OC � � �,,uthrJld luvan I rn Plsnning Nr, ;- sheet number THE EDUCATION LAW 0 00 PROHIBITS ANY PERSON F FROM THE �ALTERI G ATE OF NANYTHING N O IN THE DRAWINGS AND/OR THE ACCOMPANYING (0 OF A LICENSED PROFESSIONAL ENGINEER, WHERE DI -C L4 SPECIFICATIONS, UNLESS UND R N O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) MATCHLINE A-A BC 22.45 Fes_ FC 23.80 BC BC 22.78 L 3 /' TC 24.20 TC 23. TC 23.03 y '®® /% .��/ �_ moi. ®' 0�A� RIM 22.30 , _. 32.97 r' / r' / J , TC 23.88 TC 23.66 �,� BC 23.70 C 2 .19 BC 2350 BC 23.36 23.09 23.13 £ / ,.°/ 7�C 23.38 BC 23.16 x�• BC 2 .69 BC 24.30 TC 23.13 H 1� K TC 23.96 ti 2 �j_g�� Q� 13 I Wj ., ,<t s: C 25.38 T �-�+i+-T T T T T , j j / BC 23.46 FC 23.59 BC 24.88 t G G G G E G E / �. TC 24.15 A C 23E24 22. 5 - � ` 3 j BC 23.65 C 24 IC 22.99 TC 23. 3.1 %, l , , . . I , r �' r ; tG2 C 24.05 BC 23.95 2 .1 23.z0 23.20 , •. .2 Tc 24.38 TC 24.30 W TC 24.20 BC 2 BC 23. T GTC 24.17 23.20 3=46 `~ --�'�T BC 23.67 24.93 24.86 TC 24.20 u TC 23.15 FC 23.08 I / / f/ , x,..e7 , /� r 1300 WaltWhitman Road,Melville, New York G BC 23.95 BC 22.90 1 J ,�/ r ,� , / i 1- '- ! % / f / , j 1 1747 E E E -E-E -�-E -E E _ / TC-25.31 Bi C 24.4 �1 - 23.20 %r..P 2 /,T Phone 631 300 1010 )0 \_ TC 24.90 _ LEGEND: BC 24.67 T�.0 2 .55 TC 23.04 TC 23.05 24.56 BC 24.40 _ ---'- '' BC 30 BC 22.79 %P�" P BC 22.57 � I ` x 17.47 / fr / r/ owner/developer: 60 00 TC 24.30 FC 22.71 / TC 25.30 {0% *. 0 ` BC 24.05 TC 23.08 N 0.3 t j ' �� / �f' CONIFER Street, LLC 25 0 BC 22.96 h J / 83 E.Main Street,Suite 600, 5.00 1 BC 24.80 �2• TC 25.38 _ / 6 ; / 22.98 PROPOSED SPOT GRADE Rochester,New York 14604 \ 9 2 98 BC 24.88 RIM 22.5 ,7% r.. � v / / " �' J s N INCE 94 s s s ® CY / / ' / • 24.77 '; ~W 0 � -J C'7 /f/° CON RUCTION E � / / � �''� ,% Site/Civil Consultant I FC 24. I TC 3.0800- 312 _j U- N N TC 25.50 PROPOSED TOP OF CURB 5.04 W BC- 2.58 x 11.89 CoZ 11 o o ;' / / BC 25.00 PROPOSED BOTTOM OF CURB I _ , c x 175.2 .1 25.1000 TC\24.99~I N -4.9% _1 7 ! 23.20 LL �$�. °� SILT FEN � x 16.30 / / 25.10 2 -x.49 W �--1 J (I.E. LI T OF DIS • RBANCE) 12 /` , ✓ �'✓ / FC 25.00 FLUSH CURB ELEVATION 25.10 , T .92 2 02 / x / (TUR E BARRIE 24.77 %Pa ~I ( 1 B 42 / 113 20 ✓ '/ / ; r' ,✓ 25.10 � ;` 2�q 2 6 23.12 ! ,� /• rr j� x 25.23 •9 .�P1. <�` �, 23.20 ` '` / \ L1J 10 w 1 W 9^ 23.20 23.17 / % / t' 7 • a I _ r' / j/ ✓j RIM 25.00 PROPOSED RIM ELEVATION Q �- J 0 W o yoA II f / % , / L K MCLEAN ASSOCIATES, P.C. W I f) 117 I = � / �! O / x f�^� ' LONG ISLAND, NY i� 0- 1.1- N \ •-oo ! f I �� l H / Go s ( f j /f / f // 437 SOUTH CQUNTRY RD., �' , RIM 23.10 �� f , / / PROPOSED LEACHING BASIN BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 _ I IM 22,,37' TC 22.5t -'�--- 21 /' � /' / X15,` W/ SOLID COVER i1� DPE �® ��' ' H ± j BC 22.01 `-moi ` I o�o ✓i �� / i // f x �. , T(� 2 .72 TC 22.50 �� X, PROPOSED LEACHING BASIN \ \ �� B 2 .22 i BC 22.00 \ � \ 1 w 8s f ® s C 22 \ . 5.03 25.10 i C 21.70 X 16.54 / ,� 1 W/ OPEN GRATE / �' RI 23.50 � yrn � r` / • ' - �. . 5., T� 13 x 15 r VINEYARD VIEW Bc 3 / / /`✓ \ /j ,% PROPOSED CATCH BASIN T 24. }M� 'M M_ M_ j _ 24.99 �N - F 22.19 2 -_� - 3 =c - / ,� ' /, % ' ,� / ' 17 TYPE C-2 NORTH ROAD - s 24, I - � I -L kv14 %� % - ® , 10 OPEN SPdCE SETBACK/PROVIDED ( P. / L,- _ 4 . a Tc 2 TC 24.45 _I 35�� s s s J _ ' -_` ,, ` ,- TOWN OF SOUTHOLD, N.Y. 11939 BC 2 .40 , BC 23.95 �8y / _ ` f.' `� / F I - \T 23.45 Tc 2 .70 '� ,' / // --- ,� .°'� / x 16.1f r ®; PROPOSED DRAINAGE MANHOLE �` --- 18 (SEE TABLE FOR SIZE) �23. 0 \ 0 a° TC ` 5 -4. 'SpA BC 2 .20 w _ �� r/ 6\ f' 1 'W -23.50 \ W w ( x 16.76 15.6, / 1 3.50,. �.L.I. II,••_:..Z .•• x PS. �O' 1 BC 1 E i E E F 2E� E I .8D j J j.! .r /r C0 .� _ \ , T -� / _ dd / 6,,' ,r PROPOSED HDPE PIPE •,;. a e,' :r; x X 1619 -- �/ r X IS85x�r (SEE PLAN FOR SIZE) s Q O Q /�� v � TC 23.05 � \ ` r % � � �,,� ,;,' \ - \\� "y \ Q z W RIM 2511 i -�23_9.0.� 23. o C 23. �� mw _-- -- --.. -- 2.55 -___ / / - - W 23.50 \ 5. 023.40 45,E / ✓ ✓ /' ': W 1- '� '' I M M M 2005 WET D DELIN ATION / r' PROPOSED MATCHLINE - ' N '~ _ , / (E3i C.W. BOWMAN - LAND USE J / x 17.3 , '� (SEE PLAN KEY) Z DPE i -c�I a'` N RIM 23.50 50 �o r / ; r' ' .� r! 3.10 f; F- 3tj � y ECOLO CAL SERVICES, INC.)/ /'/ T1� MN 1�s 1 /' x1717 ` f j /y / i NON- DISTURBANCE BUFFER ' x PP.IP - _ 23 0�.. N -- t 8-25_ 03 �F 12-,0 �, /� Dpf 8.50 r'f Xa 0 72 s ,118 2 _ ` /'' �` / r � X,7.65 � 8 � ---,. x 17.52 r c cs n e r ; `a 28 ' -�i �' `\•. x�'4 REAL ESTATE pEYEIO►ME117,COMlTRY C710N NAN AOENENf ' 8 / fx \ / X 1 \ seal •t / � j/ I IM •17.00 • 1`- / _K�. rn \ x 19.19 \Q � 3 3r x P421 N, o q Z \ o ,.64 UMITS OF.• 100' !' / X a' t` 5 f i' SETBACK (OFFSET) / , / ! /5.735 f!/ Cr -.�,., .•• ,3 O) f . z O z ' / TO WETLAND / X rasp co f / \ o►w- -17.16 DEONEATION (BY /f 1/ ✓r `:rr,,...' _ _l '''.'`,i' d w •o / / %176, .. ` j :W. BOWMAN-LAND ✓r' ,' "'fn_ ` O :�\ �, / USE ECOLOG16AL `✓ / :"` J x.00 . . , x, s ' SERVICES,,/INC.) 77 (TYPICAL) 6.18 issued date description o 1 7-19-18 200$WETLANDS DELINEATION 9.06 `/ ,""�,, j✓ / ,% 2 8-22-18 ADDED STR'S:23c, 23d,37b x res' ' 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS 18.9 ✓ '/ �l /' /1 4 12-21-18 ADDRESSED 12-17-2018 TOWN OI X 2P.41 // X lulr �� I ,les 18.72 / ✓� �' , / 5 2-8-19 ADDRESSED TOWN COMMENTS O / / ✓ /, L �, ,� O / / j ✓/ ✓ �. j ;j / / & 2-12-19 ADDENDUM#1 x 1691 / / ,'`�, •- / x 19.61 •/ /' j' O'' !�• i9r6 /'• �` /�, j �- / '/ r,✓` �;� \ / �`• r i J / issued date description o /// \\ f sr %19.4(♦ f U .92 PLAN KEY ,; r/ ` LIMITS OF RAIN G, DEN r / �00151 ST��O0MWATERRET�RON AREA / x 18,5 FRE WATER WETLANDS / F x 1594 / BY C.W BOWMAN, ,16AND USE // ,✓ --- �� j,` r D 1 -� / ESI 7✓AFFIRMEDY NYSDE /// j'✓ / Dl-A �. LETT 6/20/2 8 r \ X 1847 / / 7x- 1392 f / _ / X .,7 / ;j f j / title7 \ / / / ✓.2 �� ,'� (SOUTH ) / '' LL. 10 - !' 1277 A 75 XS9P� r DRAINAGE x 1857 x D1-C D1_ X1515 40 PLAN Feet / // f.s� 3' j 5.f r r / / r r 3 i f ALE: 1" X10' �, I /' ,/ \ \ i '` r,/r �` 7 r' v V a drawn by: LMY checked by: CFD CL E CL scale: AS NOTED IR a project number. 17106.000 Ia O Fi_� v � r.C,� C) c ut Iold Tc'Yvn Pi_-nning bo.'.rd sheet number 00 THE EDUCATION LAW OF THE STATE OF NEW YORK cV O PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION DI -D O OF A UCENS£D PROFESSIONAL ENGINEER,. WHERE CV r SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 0 40 80 Feet A • 3577 3531R1�o3 35..8 3537 3381 SCALE: I" =20' 937P C.P. 102 MAG NAIL SET x X ASPH, CURB x N 345,218,61 3x67 W ______ - w _ — - .._. .X...,41 L x_w � � x E 1,428,94 7,76 3<.7s 3a M07 --------- w _ w �?A Ak. LIPA15 ELEV<=34,36 W. 33� TL„ w ----- -- w wEX`1<lH, ULDER `~ �- Q�� LIPA16 x 3337 � O sk 4 W -------N •�_ w �^___�,_--•--_ w � � X ----- 9A '�•-..�„ x '� by x W ------_- w ___-__-- 33- -- - _ ORT H ROAD a -- --- w _ x— x �� x '�'•_ ING PAVEMENT �- v REMOVE EXIST ------_ �,y w ------ w EX. FSPR, SH�L�w I!/-(� w w ; I w w �,— ■ R . 48 w w w w - •� ' M •—w-.3'<bk7._ ----- - -•'-- -'• MARKINGS (TMP.) 1300 Walt Whitman Road,Melville, New York ' CENTERLINE OF -•_.,., ` COUNTY ROAD V _ INAGE DRAHEADVALL --._._ -I � 11747 - _, �,t� _ _ O o --34 - `�I I Phone 631 300 1010 NEW PAVEMENT o'- APPROPRIATE SIGNAGE & STRIPING TO EDGE�PAMCWT I I - __,_.__ _. .. _� m- _ --_ r -X ams. ,. v.. C E b0 ASPH, 01 MARKINGS (NP.) EXISTING EDGE NT I o BE PROVIDED UNDER THE DIRECTION OF _ — _ I _ _ _ „ _ _ -.- owner/developer: t SHQUL .,,,,, _„� � •. _,,- •'�"-& ! PAVEMENT X,34.87, �x 3� `- A � — 1 R 7 SCDPW TO FACILITATE SAFE BICYCLE �*1 --•------•-= G n x 31.38 �Q `^11 1 8. / I PASSAGE TO AND FROM THE EXISTING CONIFER REALM LLC -- c - ct — BIC FA + AnvAll New or 14604 % 7-87 8 � Rochester.N Y k I 83 E Main Street,Suite 600, � BICYCLE FACILITIES ON MOORE'S LANE �RAIUACF �� xJ7,1S x 3t.P8 .. ., I7GE OF r AV �j - Q* A�\� a^• — "r. ;•. r: E,;;, Q;: G; v* -- - X. ASPH�SHL7UL x 618 9 ,—.h x Emp G. • � 3178 33 w" x31.35 �• I ► � Site Civil Consultant - 'X 41.81 - , .._ --:::;<:»; =" 34 - m �„ , >< 3 I ► _ :,,: ',.i f" Y/G,•.,'::' tfYP" ':;' `.i?""' ate..,._ '� .. ,. � — ` `_ ' .. f • x 33Ps ,''� ,, 34 .,,,_.:... x 3'17'EL..- _...,..... -........ 3 3 -- t:z,s --- / 1 'x 31,16 •. „ 339 =3C r - -••.-' - - �"l-"'f •V --•— .RCP 5 \ 3 1Q, =, /� STORMINAT ERPRET TI1Y� L K McLEAN ASSOCIATES, P.C. 3 NG I D Y , R 3 0 LO SLAM N ��:��;:: "/. AREA• . 2 2 ''fir,: - _ ,,1 •� 437 SOUTH COUNTRY RD., INE OF 32 i' ERL : I I � ENT ti . � BROOKHAVEN NEW YORK 11719 C •x �,, / / Tel: 631.286.8668 .X 5?.3 i i . TRY 1 WEST EN ROAD —� E 0 R L E C i .. � SAND FLLTER AREA D T EX VINEYARD VIEW EA . � NORTH ROAD X z"sem TOWN OF SOUTHOLD N.Y, 11939 .25.0 , X /F µ;ti:J!'ii;'%:i / �}•, x 31.89 rippIVA, 3 %31.P4 - _ ,(%'; -:'%,fir !4 / ,"✓,r s,%,:;�- ,/.�..:'i:; " r27 I RAW GARDEN "/ •�. —30 STORMWATPR er RETENTION AREA •� x3286 $ .�. ,. IMITS 0 100 :., . a fF:�,�,;; .� 24 .BIOSWAL 'i .a BACK FF�ES T , y, } 2s STORM .ER 1�T ETLAND R3MM IW G.CO U , a I;ZE�ENTION ARI ��'f'I .W. ",..DEL C ,,.. .. ...,., < , ,,,. •B . .i //" CI rr it;. � ifer*( ,�► BO LAND�E ,✓ CA 321 ld L.• '-�i xf / �• .-, ,. „,,,r r,,. , ,. .. '..•+' :"'. ;> ✓-,r., ;<:,;,'>,',„ ,r� tFAI EltATF OFYFtOTMENT.CDMfi RDCTtON 1 YAN A6FYF NT COLOGICAL ks sP. ;4J, r rC: v VI ER CEEB- C. l , s x X , .r d.r,.. 5i l .:.k.^: bas v 411 - seal 130 0R POSED SI TF C T > f, " rar f., , TY I A PCL _ �. , . .. ,,,, ,.. .,,....,, , . .. r r" f. - / r,a ,., .<,.r.,i.. .,< F- a ;�r.> ti , ,,, ,, ,,, ., ...,<s.,..,Di MITS OF RING 1 �. / > .. >. .. ... ,..,. ^":''30. ,. 'x :n ., ., ,. ., n 4,0 ,a , _ ',F Y ../ ., .Pte• / t i TYPE C � Y LJ " s: ..«" .gip}Ri+r." y'� •.ry.:,, , 1. IN GARDEN " , " . :. r , , . �.{. .,, ,... : '1k, , J s R A TU B NCS" , ,,. EE / PS7 rh tbY< •� r <Q i - TER ORMWA l'*f 6 4° R <*� ® r3t Ary I r'le. arm,." c^7 97 _ _ •a. a „ > a., :d. , d r, s-�r rx f., ts•, 4 2 > e x \. �„ els N'T N. AREA "� FFE r; \. ': w' ��',s.�.�.�<ds;', . ..<.. ....<,- - •su,.:;��ya, :o'"x;-�::an..a�- -"�.�',�..z" ..s„� a' .� �aa 'va ✓ , 0 issued date description 0 40 1 6-22-18 ADDED DECELERATION LANE AS PER SCDPW COMMENTS 2 12-10-18 ADDRESSED TOWN COMMENTS 3 2-8-19 ADDRESSED TOWN COMMENTS 0 L11 CR EDGE OF RO D & 2-12-19 ADDENDUM#1 LL_ 0I 40 36 —F 0 0 5.p4 y. 6 -1 a ° CR 4B[—EDGE OF ROAD 8 6S issued date description F0 EXISTING GRADE 36 32 , PROPOSE GRADE �9 ' v `4 w J 32 28 ---- Ld 0 0- 0 0 \�EXISTING GRA E 28.6s,g ` ° 28 �_ �- ___ .�. _ _ 24 s6 Ld jROP, C.I. title N � .. .,.r ROAD PLAN -0,15% ' 24 I 27.0 a% 20 & PROFILES co "V (SITE ENTRY) DATUM ELEV DATUM ELEV 3 20.000 16.000 o NN O � � � � � � � OpO � � � � � 0 � � � � N � � � 1`0� � Lo O � � � � - 000000 (0 q ,' �' o � N N Q0 r- O 00 N LO N M7 � LC) O . 0 � . Lo - CO drawn by: LMY N N t . O O o) 00 00 00 00 � d- d- N N `— f CD (3; 00 CO I` � (D CD checked by: C_ 6 CFD i'� � ►'7 � 1� � ►'� � � N-) ►,� � M r4� ._ � � CL AS NOTED E a Loa o project number. ('� a 17106.000 a 0+00 0+40 0+80 1 +20 1 +60 1 +80.13 0+00 0+40 0+80 1 +20 1 +60 1 +78.99 0 = a� WEST ENTRY ROAD CENTERLINE ON CR 48 sheet number T- _ EAST EXIT ROAD CENTERLINE O N C R 4 8 THE EDUCATION LAW OF THE STATE IN NEW YORK O p PROHIBITS ANY PERSON FROM ALTERING ANYTHING o SCALE: HORIZ.1 20 , VERT. 1"=4' (5X EXAGGERATION) SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION 0 `o SCALE: HORIZ.1"— 20', VERT. 1"-4' (5X EXAGGERATION) IN THE DRAWINGS AND/OR THE ACCOMPANYING N — -- OFA ACE RATI PROFESSIONAL ENGINEER, WHERE DI -E SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL THENEER FULL MUSTSIGN, OF THSEAL. ATERATIONDATE D DESCRIBE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) PROPOSED 3'x10' CONC, PAD WITH 12" HT. 40 PERIMETER CURB - COUNTY ROAD 48 (BOTT. EL=28.0') D NORTH ROAD C . M. EXISTING PROPOSED AREA DRAIN I 36 HEADWALL RIM EL.=27.87'(2" LOWER THAN INVERT) (SEE DRAINAGE PLANS) EXISTING 18" RCP I I PROPOSED 6" HT. CONC. CURB PROPOSED AREA DRAIN INV.=28.03' I i • RIM EL.=27.87' (FOR OVERFLOW AT EL=28.5') EXISTI PROPOSED 12 MIN. DEPTH OF RIP-RAP (6' WIDE) °(SEE DRAINAGE PLANS) o FOR OVERFLOW i I PROPOSED 3'x10' CONC. 32 ( ) EXISTING GRADE EX, A SPH, .� ,-7 U U L 1J L K' l + PAD WITH 12" HT. GUIDE RAIL A�. PROPOSED RIP-RAP PERIMETER CURB -- PROPOSED PRETREATMENT CHAMBER Q' (FOR OVERFLOW AT I I �� 18" PONDING AT EL.=25.5' 1300 Walt Whitman Road,Melville.New York Q (BOTT. EL=28.0 � I, ( ) EL=28.37') I i \ ` ) T• PROPOSED TOP OF 11747 X. 18" RCP , =33 _ _ 28 ' BERM EL.=26.0 Phone 6 1 300 1010 ' —�—�—r�e __ ^•�.._,.. x 3349 ....�� 24" ` 1 3 6" DEPTH TOPSOIL (TYP.) owner/developer: 32- -- ___ _ CONIFER REALY LLC F: ; 1 PROPOSED SAND FILTER BED 83 E.Main Street,Suite 600, -- _.- x scsr Rochester,N Y k 14604 . 437 18" ew or --- _31- 24�,,. 1 ./"." 4 ,.-...., _____ ____ _____ _•___ ---__.��_.____ --.._ ......•,- ---- --___ �� ...._ _.... x 30.20 EXISTING 18" RCP INV.=28.03' PROPOSED PRETREATMENT Site/Civil Consultant PROPOSED BOTTOM EL.=25.0 CHAMBER \ � 30••• (BOTTOM EL.=25.0') x 9P p,, _ _ _ \ � .._ ._ .. __. DATUM ELEV. - - - - -- - -- - - - - - - - - -- - - 'r PROPOSED AREA DRAIN a— — ---� "r t<� — N� 20.000 RIM EL.=25.5' (SET 6" ABOVE GRADE)/ / \ \ � / _ / \ PROPOSED AREA DRAIN d � STORMWATER PRETREATMENT SEDIME MBER \ RIM ELS 25.5 r' 67 / o \ s \ (SET 6 ABOVE GRADE) I,r� I`7 1.0 d- L K Md-EAN ASSOCIATES, P.C. z 9---- --__ N N N N N N LONG ISLAND, NY O+ B \ r 437 SOUTH COUNTRY RD., O \ ` f BROOKHAVEN, NEW YORK 11719 PROPOSED TOP OF Tel: 631.286.8668 =% BERM EL.=26.0' PROPOSED AREA DRAIN / i 0+00 0+4D 0+56.68 RIM EL.=25.0' (SET 6- ABOVE GRADE) 6 r/ _ _ _.,. - - - - (NORTH ) PRETREATMENT SEDIMENT - - - - - - _ - - - _ _ _ - - - _ _ _ - _ - _ _ 2 PROPOSED BOTTOM EL.=24.50 $ - + -+ VINEYARD VIEW POO- - - - - - -,- - -- - - - - - - - -- �- _ _ - - - - - _ _ - - - - . - - - - - - - -- - - - - - -- (SECTION A—A NORTH ROAD PROPOSED TOP OF TOWN OF SOUTHOLD, N.Y. 11939 SAND FILTER BED I BERM EL,=26.0 SCALE: HORIZ.1 = 10 , VERT. 1"=5' (2x EXAGGERATION) i ■■�i■■■►1�■■■■■■i■■■■■■■■■■■■■e■■■■■■i■■■■i e■■>.■a■■■ ■i■■■■■■■■■■■■■■■■■■■■■■■■�■r■■ .: an INS ■U■a ' � : ,, ?.,v;;,:rv:.:`:• F.G. ELEV. / ° PROPOSED SILT FENCING (LIMITS \ \ -25 ___-.. __._,, OF CLEARING) >� ;`v `•:' ` - - - PROPOSED SAND FILTER BED F.G.tel/. F.G. ELEV. a _ 6 2s oo =26.00 / (PONDING AT EL.=25.0') ter. EXISTING GRADE BOTTOM EL.A2�5 FILTER BED \\ - 5 PROPOSED 8" PERFORATED ' --26 �. PROPOSED 15.0' PROPOSED RAIN GARDEN - _-__-- = . PIPE IN GRAVEL AS DETAILED TOP OF / STORMWATER RETENTION Z / I PROPOSED BERM LAREA (SEE LANDSCAPE PLANS •''� CONSTRUCTION 28 EL.=26.0' PROPOSED TOP OF & DETAILS) con � e 1 \ BERM EL=26.0' 3 3 3 6" DEPTH TOPSOIL (TYP.) TEAL El YAtE DEVELOPMENT.COMSi,10CtIOM MSN AOFME NT D -T 1 -_ i- SEE DRAINAGE PLAN & DETAILS ''' °' '�•'' 24 seal - PROPOSED RIP-RAP // PROPOSED 8" SOLID DRAIN �`ti 2 1`.r� l�` PROPOSED � 2c'70 _ I -(FOR ELO 27.75'�FLOW AT - / PIPE FOR UNDERDRAIN PRETREATMENT 18" DEPTH CLEAN / SYSTEM (OUTFLOW) 20 CHAMBER "CONCRETE" WASHED co (BOTTOM SAND - �'.: \ \. - 24 EL.=25.0 PROPOSED 12 DEPTH / \ GRAVEL & 8 0 PERFORATED PIPE OPOSED FOR UNDERDRAIN S0 SOLID YSTEM - \ DATUM ELEV IN � - � � � ' ' � � PIPE UNDERDRAIN SYSTEM (INV. EL. =21.5') 7777-77-777 \ ` 16.000 �`` ; `' . .: ,R:•. m ,,., ., ,. �� i \ \ O d- O issued date description ii .RAIN GARDEN [STORMWATER ,.- I r �►�• i \ d T- CO ro N 1 12-7-18 ADDRESSED TOWN COMMENTS RETENTION AREA : �' / ---- I ` `' Lo "' `� r N � N N 2 2-8-19 ADDRESSED TOWN COMMENTS U-1 �� N N N N N N N N N N 8. 2-12-19 ADDENDUM#1 L11 E BIOSWAL 1 — 22 STORMWATE ' 0+00 0+40 0+73.80 : •;, - - :,. 0- 23 RETENTION - - (SOUTH ) SAND FILTER BED issued date description p it( qq SECTION 13-13) EXISTING 18" RCP SCALE: HORIZ.1"= 10' VERT. 1"=1'0 NO EXAGGERATION ( ) r, rr' ;,.Ani' .ate *�,'.n:r. `,�s•y,_;:.s,,:q y .mak✓",'R '.�ti.ac: 1 F� , ,;F �..; 2,p•3;;,.,•., \ EXISTING HEADWALL •.rur`--Y`3i� .y �,.. N _,.._...,..,..... ..., -� PROPOSED SAND FILTER SED i (PONDING ELEVATION) - ; r r \ / a 3 , , titlewill N BLDG . 1 (TY PE C *, STORMWATER e. 12 REVEAL _ SEE PLAN & SECTION FOR 10' _ 4 FINISHED GRADE 1 .�. HTREATMENT 0 F:b;. ,.,ay• r osat. `':.';'.",:.w` D j 4� •`�;, y:�v "•'.i:` e.,A.; , -;'. 6 DEPTH TOPSOIL ,�.`" � ;£,',., ,•�'' 2 ',;t.^''"�r"�•.-°'.s• 2 FILTER FABRIC :4 SYSTEM c y 6 REVEAL 8 DEPTH CLEAN WASHED "CONCRETE" 41 SAND SITE PLAN .� RIP-RAP FILTER FABRIC �, v PROPOSED 12 DEPTH _ GRAVEL & $ PERFORATED a H drawn by: �.,.,. ., - '., LMY SCALE AS NOTED PIPE UNDERDRAIN SYSTEM 6' RIP-RAP I--d— checked by: � FTI `� �=' � CFD (_ E CL (NORTH ) PRETREATMEILN'T TYPE. SECTION OF scale: I t ;y AS NOTED a 2� 4� project number: "�- - 17106.000 ° SEDIMENT CHAMBER SAND FILTER BED DETAIL MOMMONN MUM o Feet °' SCALE: I" =10' NOT TO SCALE sheet number PLAN VIEW THE EDUCATION LAW OF THE STATE IN NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 IN THE MPANYING N O SPECIFICATIONIS. UNLESS ITS UNDERNGS AND/OR THE THE DIRECTION 0 NOT TO SCALE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL DI —F OF A LICENSED PROFESSIONAL ENGINEER, WHERE C%40.— ENGINEER MUST SIGN, SEAL. DATE'. AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE .— DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) iZ g" 8" THICK REINFORCED TABLE OF DRAINAGE STRUCTURES CONCRETE TRAFFIC BEARING STRUCTURE EFFECTIVE SLAB 24" DIAMETER ^ # TYPE RIM INVERT(S) DEPTH (VLF) GRATEICOVER SURFACE AS PER CAST IRON INLET GRATE & ICV , „ N r1(V PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS N 2 -(� 1 LB 21.00 SW 17.30 5 GRATE _ PER DRAINAGE PLAN) 1 '-g" 1 b 4' DIA. MH 25.50 W 21.80 WA GRATE a d 1 C 4' DIA MH 28.00 E 24.30 NIA GRATE 30 3 4" MIN-\ „ 1d PIPE END SECTION NIA 21.50 NIA NIA d 21 �4" " 7. 1 -1 Q le 4' DIA. MH 25.50 S21.80 NIA GRATE V_2'-6" if 4' DIA. MH 25.00 N 21.30 NIA GRATE BRICK 8*, -..... :: ADJUSTME 2 LB 22.50 NW 19.50 5 GRATE D C7 a[� D D C�D •. . : "`� 2b 4' DIA. MH 22.50 NE 18.80 NIA GRATE CJ C11 ® (� (� -- GRATE DIMENSIONS • (I-I I I I ® ® ® ® ® ® 3 LB 22.54 SW 18.39; SE 18.39 4 GRATE 3b 4' DIA.MH 21.00 SE 17.30 WA GRATE F� 4 LB 22.11 NW 18.39 4 COVER °`�° ® ® ® ® ZIPPER DRAIN 7 �4 °o:° d " 4b 4' DIA MH 21.50 NW 17.30 NIA GRATE 6 1 -Q 6 1300 Walt Whitman Road, Melville, New York �a °�• 5 LB REMOVED REMOVED 5 COVER 11747 EFF. DEPTH A PER GRADING 48 00. HDPE PIPE --- _ --- 6 CB TYPE C-2 22.51 S 19.51;W 19.51 NIA RETICULINE GRATE Phone 631 300 1010 ° °o:P (SEE PLAN r 7 LB 23.24 NE 19.25; E 19.25;SE 19.25 5 COVER PLAN SECTION & DRAINAGE PLAN _ 4s°:°�: pdo�°a ® ® ® ® 10'0 DEEP PRECAST FOR SIZE) ° 8 LB REMOVED REMOVED 5 COVER owner/developer: °p CONCRETE LEACHING '-"" I 00 CONIFER REALY LLC IU ® ® ® Ln 1 9 LB 22.15 NW 17.95;NE 17.95; S 17.95 4.5 COVER 83 E.Main Street,Suite 600. " _ ® ® RING _ - I I 10 LB 23.03 SE 17.95 4.5 COVER Rochester,New York 14604 6" NOTES1 � d� - 11 LB 23.08 S17.95 4.5 COVER 1. MATERIALS: CONFORMS TO ® ® ® o Spbd ^� ( a - -� ---. T;� V V ° I I I I IEEE 1 12 LB 22.87 S17.95 4.5 COVER ASTM A48 CLASS 308 OR ® ® +�"°oo,o• • 35B SPECIFICATIONS r7m ® ® b °-b �I N Site/Civil Consultant �_ ad a°' =1�I 13 LB 23.03 NW 17.95; N 17.95; E 17.95; SW 17.95 4.5 COVER �•°..�op NE 17.95 SW 17.95 4.5 COVER 2. LOAD RATING: FOR AASHTO do o-oo° • °°°°•� 14 LB 23.02 W 17.95; , HS 20-44 HIGHWAY LOADING °ab,°P- » " " 3. •FRAME AND COVER AS oadit"°° 111-III I 7 W X 17 D NOTCH $ MANUFACTURED BY LONG da °$g • ' , . IN CATCH BASIN WALL 15 LB 22.75 NE 17.95 4.5 COVER ISLAND PRECAST OR 2' MIN. 44 °Sado °d° -I I(I I t0 .: 16 4' DIA, MH 21.80 SE 18.10 NIA GRATE " APPROVED EQUAL °�°pQg:BOogb°°a CLEAN SAND & 17 LB 21.80 NW 17.95; SE 17.95 4.5 GRATE 4 GROUND °�'';e°oop�:o ��° 18 4'DIA. MH 22.10 N 17.95 N/A GRATE d GRAVEL FILL WATER AS APPROVED �•�-3'-Q�� 6X6, 6&6 WWM, TYP. 19 LB 24.22 SW 21.35 4.5 COVER SECTION 2' MIN. 10'-0" 2'MIN. BY THE E.I.0 NOTE 1: SEE NOTE 1 SECTION A-A 20 LB 24,20 NE 21.35; S 21.35;SW 21.35 4.5 COVER L K McLEAN ASSOC1ATM, P.C. CLEAN FILL MATERIAL IMPORTED 21 CB TYPE C-2 22.42 NW 19.42; S 19.42 NIA RETICULINE GRATE 30 " X 48 " FLAT CURB INLET DETAIL FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL ZIPPER DRAIN 22 LB 23.76 NE 21.35; SW 21.35 4.5 COVER LONG ISLAND, NY U ORGANIC MATERIAL & CLAY. 437 SOUTH COUNTRY RD., 23 LB 23.73 NE 21.35; SW 21.35 4.5 COVER BROOKHAVEN, NEW YORK 11719 N.T.S. N.T.S. 3'-Q" I 23b CB TYPE C-2 24,51 NE 21.51 NIA RETICULINE GRATE Tel: 631.286.8668 23c LB 24.39 NE 21.35; SW 21.35;SE 21.35 4,5 COVER LO 23d LB 26.26 SE 21.35 4.5 COVER 24 LB 22.82 N 19,24; SE 19.24 4.5 COVER 25 LB 23,35 NW 19.24• W 19,24;SW 19.24 4.5 COVER TOPSOIL & SEED 2.0' O p -- - 26 4' DIA. MH 22.80 N 19.80; SW 19.80 N/A GRATE VINEYARD VIEW (TYP) - T i I I 27 AREA DRAIN 22,80 N 20,30,S 20,30 NIA GRATE NORTH ROAD 1 24"-►I a w N r - r-�___^ 2$ LB 23.0$ NE 19.80; NW 19.80 5.5 COVER 61"- 18" HDPE END W W 18" HDPE END ----_= 29 LB 23,22 NW 19.80; N 20.30;SE 19.80; W 19.80 5.5 COVER TOWN OF SOUTHOLD, N.Y. 11939 22 SECTION W W W W 2 SECTION 30 LB 23.12 NW 19.80; E 20.30;SE 20.30 5.5 COVER � " TOPSOIL & SEED �p 31 AREA DRAIN 22.80 W 20.30, NW 20.30 NIA GRATE 34"� " " 32 AREA DRAIN 22.80 S 20.30, NW 20.30,E 20.30 N/A GRATE .� .� ,� � (TYP.) 17 W X i7� D SECTION � 6�, 2,_4 NOTCH IN CATCH 33 LB 24.00 W 19.24; E 19.24 4.5 COVER NOTES: ---a-m-, BASIN WALL, TYP. 34 LB 23.92 N 19.24;W 19.24 4.5 COVERPLAN 35 LB 23.47 W 19.80• E 19.80 5.5 COVERfD3 PLAN 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B \ RAD 36 LB 24.46 W 19.80; E 19.80 5.5 COVEROR 35B SPECIFICATIONS HDPE PIPE _IIII�_ ''ff!! �� L� 37 LB 25.08 NW 19.80• E 19.80 5.5 COVER .y .Y y W it�iT ii,�,iT �r'-�i�ii 2. LOAD RATING: FOR AASHTO & HS 20-44 SEE W W W TT T 37b LB 25.78 SE 19.80 5.5 COVER HIGHWAY LOADING DRAINAGE y T ZIPPER DRAIN END STRUCTURE DETAIL 3. FRAME AND COVER AS MANUFACTURED BY LONG '`2.0 38 LB 25.01 E 19.24 4.5 COVER ISLAND PRECAST OR APPROVED EQUAL. PLAN) .� RIP RAP STONE HAND SET AND N.T.S. 39 LB 24.66 E 19.24 4.5 COVER N, � W W PACKED TO 1 THICK » � W � W � W W NON-WOVEN GEOTEXTILE FABRIC 40 LB 24.15 W 19.80; E 19.80; SE 19.80 5.5 COVER 24 HEAVY DUTY FRAME & C 0 V E R UNDER END WALL EDGE, STONE - 6'-2 3/4" 41 LB 23.71 NW 19.80; W 19.80; S 19.80 5.5 COVER ` < --= "t'``' DIFF, 42 LB 23.72 N 19.80;S 19.80; SE 19.80 5.5 COVER ; coniofer*o N.T.S. RIP-RAP STONE TO AND SIDES - 8oz. L F ' -.FTL, Ii:? s'-1 M MEET PROPOSED r�iF r=G �r�.• �,'-,t, �F�� A A 43 4' DIA. MH 22.81 NW 19.80; SE 19.80 NIA GRATE kE11t ESTATE bEYFLO EME NT,CONETRECi(ON►YANABFME M7 GRADE SECTION 44 LB 25.70 E 19.80 5.5 COVER 45 LB 23.33 N 19.80; SE 20.30 5.5 COVER PLAN VIEW V-10" �_ 46 AREA DRAIN 22.81 NW 20.30 NIA GRATE seal ® 47 LB 24.70 E 19.17; SE 19.17, NW 19.17 8 COVER 47b LB 25.86 SE 19.17 8 COVER { `= -r. l 48 LB 23.72 W 19.17 8 COVER DRAINAGE PIPE END SECTION PLAN 49 AREA DRAIN 22.$0 W 20.30 NIA GRATE I••--24"---1 N.T.S. 1,_4" 50 LB 23.57 NW 19.17; NE 20.20;SE 19.17 8 GRATE 6" `� 51 4' DIA. MH 23.11 N 19.27; S 19.27 NIA GRATE 3 .,. 10" C„ 52 4'DIA. MH REMOVED REMOVED N/A GRATE s'_t• -I " 53 CB TYPE C-2 22.41 N 19.41 WA RETICULINE GRATE o :: - 34'� ROOF LEADER 6 3/4- 2 m 54 LB 27.82 NE 24.12;SE 25.12 4 GRATE SECTION TRANSITION . „ 54b 4'DIA.MH 26.50 NW 23.50 N/A NIA - - 41 t''-' L't °' 4 issued date description SCHEDULE 40 PVC CLEAN OUT :i! '`'. ,I :, ri' 0O �� _ 55 LB 26.50 NA 8 GRATE ,:.: 55b 4' DIA MH 26.50 SE 23.50 WA GRATE 1 8-22-18 REV. DRAINAGE STR.TABLE 4-1 PLAN NOTES: "T" BRANCH WITH PVC PLUG �� _ 56 LB 25.00 NW 22.00 8 GRATE 1. MATERIALS SHALL CONFORM TO ASTM :•• :• •.': ;.... - 2 11-26-18 REV.DRAINAGE STR.TABLE �I A48 CLASS 30B OR 35B • 57 LB 23.50 NW 19.75 8 GRATE 0 4" MIN. ADS DRAIN PIPE 57b 4'DIA MH 23.75 SE 19.75 WA GRATE 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS 2. LOAD RATING SHALL BE AASHTO & HS - 4" S LO 5;_01:I. 1% MIN. PITCH_ GRADE r 58 LB 22.00 W 18.30; SW 18.30 7,5 GRATE 4 2-8-19 ADDRESSED TOWN COMMENTS 20-44 HIGHWAY LOADING ;r„< I•:, L� - - ZIPPER DRAIN NOTES 59 LB 22.27 E 18.30 7.5 COVER END VIEW 60 LB 22.32 NE 18,30;W 18.30 7.5 COVER 5 2-12-19 ADDENDUM 41 � " I I I . .�,i ,RE�� _-. ;;i: �.-;;��,��-.,;La SECTION A-A 24 0 HEAVY DUTY FRAME _ I err ,,:T ?1. u ',,;n O , ;{_ ;4, G ,, 61 LB 22.00 E 18.30 7.5 GRATE & OPEN GRATE COVER ``'� ;E..:;E :' r.,,.: =i r n. 11� �. 62 LB 22.40 SW 18.10 ? COVER �_ - - ZIPPER DRAIN DETAIL 63 LB 22.16 W 18.10; E 18.96 7 COVER N.T.S. _ ;;::.I 1 I EF' -rtr�i "E J C:'�:E' r-.It, ,''[. N.T.S. 64 LB 22.35 NW 18.10; NE 18.10; E 18.10; SW 18.10 7 COVER issued date description 8" ADS :I: I r,, +;_.t. r. :" F I l.,rL.E:I�F. 65 LB 21.80 W 18.10 7 GRATE rn [--51-0" 66 LB 22,37 NE 18.10; E 18.10 7 COVER � SLOPE ® 1 a ROOF LEADER DOWNFALL DETAIL 68 CB BE C-2 22.90 W 18 50; SE 18.50 E 18.61 77.5 RETICULINE GRATE RATE v 69 LB 22,78 NW 18,50; SE 18,50 7.5 COVER N.T.S. ~ C 70 LB 23,35 NW 18.50• NE 18.50 7.5 COVER 71 4' DIA, MH 22.80 SW 19,10 WA GRATE 0 00N 72 LB 19.00 NA 4.5 GRATE GUTTER LINE I I 73 LB 23.10 NE 19,40 7 GRATE TOP OF TOP OF GRATE AT I"'-"O� "`� 74 22.51 Sw 19.51 CAST IRON FRAME & MASONRY GUTTER UNELZ SECTION 75 CB BE C-2 24.35 SW 19.14 8A RETICULINE GRATE RATE SOLID COVER TO - C GRADE " " 76 LB 23,51 SW 19,14; SE 19,14 8 COVER GRADE 10 BLIND 77 LB 24.30 NE Q W9" Max KNOCKOUT PLAN 78 LB 23.40 NE 19. 4;�W 1914 8 COVER title / -- --- 3• 79 CB TYPE C-2 22.38 NW 19.28' NE 19.28 NIA RETICULINE GRATE BRICK MAY BE USED TO REINFORCED, 4,000 `o TYP. 6" M`JN ` 80 LB 23.10 NE 19.40 7 GRATE U- ADJUST CURB INLET CAST PSI TRAFFIC BEARING I Z DRAINAGE W " - 81 LB 24.00 N 20.50 WA GRATE }, IRON GRATE do FRAME TO - CONCRETE SLAB N 1' 4" MAX TY Q 81 b 4' DIA. MH 24,00 S 21.00 NIA GRATE SURFACE ELEVATION A ° ------ . '"' ,"` j MAXIMUM OF 12 INCHES. d �•� AA. TS (/� c, . , I- 82 LB 25.11 21.61 4 GRATE DETAILS 6. REINFORCED 4,000 PSI Z TYP. 4 :' I I = "� 82b 4' DIA.MH 24.00 SE 21.00 WA GRATE PRECAST CONCRETE I,,; ;Y." T: - �' CATCH BASIN z 8„ 2'-s" TYPE c-1 8„ r- II I I W N 83 4'DIA.MH 23.08 NE 19.20;S19.20 N/A COVER a C z'-s• TYPE c-1 - 2'-1" TYPE c-2 I I = 84 CB TYPE C-2 21.60 N 19.30; W 19.60 N/A RETICULINE GRATE 41 BRICK MAY BE USED TO 2'-1" TYPE C-2 a 85 LB 21.00 W 18.60 6 GRATE 0) ADJUST CURB INLET CAST 3 IRON GRATE & FRAME TO a IF 85b PIPE END SECTION N/A WA N/A SURFACE ELEVATION A '-0" 3" W PLAN SIDE VIEW 86 LB 17.50 NW 14.30 5 GRATE MAXIMUM OF 12 INCHES. 6„ C M C v> 8" r.1 - 86b 4 DIA.MH 21.00 NW 19.60;E 19.60;SE 19.60 N/A GRATE ; r F INSIDE DIA. (IN) HEIGHT (IN) WALL THK. (IN) WEIGHT (#) 87 LB 22.00 SW 18.30 4.5 GRATE drawn by: ;' I c BRC MIN. WIRE FABRIC REINFORCEMENT FOR WIRE FABRIC T EACH CAGE: 1 REINFORCEMENT 18" 6 (NO K.O.) 4 135 88 LB 22.83 NE 18.30;SE 18.30,W 18.30 4.5 COVER E, •C HORIZONTAL WIRES: 0.252 SO. IN./L . 18" 12 (NO K.O. 4 270 checked by: c Imo, I, CFD 89 LB 22.53 NW 18.30 4.5 COVER [� _! o c- VERTICAL WIRES 0.058 SO. IN./LF. 4' r_ CL 0 18" 24 4 540 90 LB 22.00 NW 18.30, N 18.30, E 18.30, SE 18.30 7 COVER scale: c a AS NOTED E CL 91 LB 22.35 NW 18.30 7 COVER i I �L In a a �- Ln '� 24" UMP 24 SUMP MODEL C H o OD T 92 LB 22.26 NW 17.95, S 17.95 4 COVER project number: 17106.000 11838 19• 3• 16 1/2• 22 1/2• '" 93 LB 23.06 W 17.95, NE 17.95 4 COVER O a" 6" 95 LB 26.19 SE 21.35 4.5 COVER v �- AREA DRAIN DETAIL 96 LB 22.46 N 18.39 4 COVER sheet number N.T.S. THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O ' EACH WAY® 12" NOTES: IN THE DRAWINGS AND/OR THE ACCOMPANYING MIN. 6" WASHED SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION D^ O 0 STONE BEDDING , , SECTION C-C 1. CONCRETE 4,000 PSI 0 28 DAYS SUCH ALTERATIIONSOAFRES'A�ADEE. ENGINEER, HEIP OFESSION& 2 cV NYSDOT TYPE C CATCH BASIN N.T.S. 2. REBAR TO BE ASTM A-615 GRADE 60 ENGINEER MUST SIGN, SEAL. DATE AND DESCRIBE 4'0 DRAINAGE MANHOLE DETAIL (WITH SUMP) 3. WELDED WIRE FABRIC ASTM A-185 THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION LL_� N.T.S. N.T.S. (NYS ED. LAW SECTION 7209-2) SEE LEACHING BASIN DETAILSEED MiX NO, i - RAIN GARDEN[STORMWATER RETENTION AREA: AND DRAINAGE PLANS MULCH TOP SURFACE WITH 24" DIAMETER I ( 6" MAX. POND DEPTH THIN LAYER OF LEAF CAST IRON INLET GRATE & `NATIVE FACULTATIVE WETLAND do UPLAND SPECIES FOR BIODIVERSITY) l COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY WHERE NO MOWING IS ANTICIPATED I a 12"MIN WOOD NOT WOOD CHIPS 5.00 LBS. - SCHIZACHYRiUM SCOPARIUM - LITTLE BLUESTEM ( ) PRECAST CONCRETE o "MAX. _. SEED MIX No.4 / °0 2� MAXo CHIMNEY 3.00 LBS. - CHASMANTHIUM LATIFODUM RIVER OATS / - 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE2.00 LBS. ® Tr SEED _ _ PURPLE f I , , o SEE PLANTING2.00 LBS. - CAREXA S UARROSACEA REA SQUARROSE SEDGEOR SEED MIX No.2 r -- - -v ' :rya:- ; o` ` 4' r4`'" PLAN) 2.00 LBS. - CAREX VULPINOIDES - FOX SEDGE t:. P - •h. . 2 LBS. TRIS SPICAT I.IA A MARSH EN BLAZING AR a.. h., - _��: »• _.,: „••, r�, - ( ) 2.00 LBS. RUDBECKIA HiRTA BLACKEYE SUSAN ...• ^" / _ '.l.b •y'. - - - 4. -_ ..1.ti� -'�%~..: :,-.f 't. - - � _ \ DEPTH OF 2.00 LBS. SENNA HEBECARPA WILD SENNA � 1 I -I I �u-I^ I•` -I I SEED MIX No.1 \4G� - _ l 2.00 LBS. - OREOPSIS LA - 7�q -�/� T I� t- -• `� PLANTING SOIL � NCEOLATA LANCELEAF COREOPSiS � ;�� 1 .•a -�; ' i / •.. "'-- -12' \ 2.00 LBS. - ANDROPOGON GERARDII - BIG BLUESTEM j o N N SEED MIX No.2 .. SCARIFIED 1.00 LBS. - ASCLEPIAS INCARNATE - SWAMP MILKWEED r7 "- N FND, \ / EDGE WITH NATIVE GRASS SUBGRADE 1.00 LBS. - ASTER NOVAE-ANGLIA, - NEW ENGLAND ASTER - �� 3',3 ..� / PLANTINGS (SEE PLANTING DRAINAGE PIPE 1.00 LBS. - BAPTISIA AUSTRALIS - BLUE FALSE INDIGO 1.00 LBS. - EUPOTRIUM COELESTINUM - MiSTFLOWER SEED MIX No.3 ~` 14� E 106;�, 1.00 LBS. - MONARDA MEDIA - PURPLE BERGAMOT PLAN & DETAILS) PIN&CAP a�' ^� •' °"' cp - `\ / 1.00 LBS. - TRANDESCANTIA OHIENSIS - OHIO SPiDERWORT I '•: it� ,, :j (::,': . �6' \i FND.. 1.00 - 1300 Wait Whitman Road,Melville,New York LBS. VERBENS HASTATE BLUE VERVAIN 11747 \, 1.00 - - •, - - Phone 631300 1010 :��• }• `';,„'°:y 1 \ LBS. - ZIZA AUREA GOLDEN ALEXANDERS I 1.00 LBS. AGROSTIS PERENNANS AUTUMN BENTGRASS �r s'X. :�,' :p�•>,�.;:•:; : - �•�;,•:, y I � 1.00 LBS. SOLIDAGO JUNCEA EARLY GOLDENROD SEED MIX No.S m TYPICAL RAiN GARDEN DETAIL l 36,00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER owner/developer: f 000 SQ. FT. CONIFER REALY LLC ` o _ 00 /''�jr , `\\moo / N.T.S. E 83 E.Main Street,Suite 600, SEED MIX N0. 2 - BIOSWALE STORMWATER RETENTION AREA, Rochester,New York 14604 I i78 1 W O NATIVE GRASSES. SEDGES do RUSH SPECIES FOR BIODIVERSITY } SLOG. E •1<• .I G rrYP 1 1 1 GENERAL LANDSCAPE N NOTES: \. E P .� LA WHERE N 0 MOWING i A 0 t S ANTICIPATED) Consultant i'• Site/Civil d' FIN.FLR.EL-23.25' - 4 2 •T •�: 1. SEE LA LANDSCAPE N N PLANS SHEETS LS 1A LS 1B LS 1C AND h - - �'' 47 0 PANICUM A ICUM CLAN STI U P DE N M EE TONGUE D R S 'M. E• 1 0 0 f LS-ID FOR OTHER DETAILS AND DIMENSIONS. I e i LYMU V G E S IR INICUS 25.00% 1 - •�' VIRGIN A WILDRYE 4\' �W� :• E . 20.00% - CAREX VULPINOIDES - FOX SEDC 2. PLANTINGS TO BE NATIVE NON-INVASIVE AND DROUGHT � I '•\.: :: ��•:.• '�„'-� -� X, ;��'�„r�..��'�`*�'�•• '�`" � _ \ \ ---. � TOLERANT TO THE BEST EXTEND POSSIBLE. 5.00% - AGROSTIS PERENNANS - AUTUMN BENTGRASS \ : • '"°� ;; ~� - {; - °\ \ r l , / / �� 3. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, 2.00% - AGROSTIS SCABRA - TICKLEGRASS (ROUGH BENTGRASS) MATERIALS AND SURFACES NOT PLANTED. L00% - JUNCUS TENUIS - PATH RUSH EXISTING VEGETATIONI",+ t ,' \ 4. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF 22.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.50 POUNDS PER NOT TO BE ; I; 1I :� 1 '` / '�� MOLD WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF 1,000 So. FT. SEED MIX No.4 DISTURBED 1� ° ❑ 1 22 ° I 1 Q / \ \ ONE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL TO N ' 22 o o \ / �// / N� INCREASE ITS WATER-HOLDING CAPACITY. SEED MIX NO, 3 - WOODLAND EDGE AREAS: L K.McLF�4N A3SOgATF3 P.C. ❑ � 22 SEED MIX No.4 `/ 5. COARSE MULCH AT A MiNIMUM DEPTH OF 3" iS RE UIRED ON (NATIVE GRASSES FOR WOODLAND EDGES dl: OPENINGS) LONG ISLAND, NY C : � F o -_ 1 �� BROOKHAVEN NEW YORK 11719 LZ r ! " ALL PLANTED MATERIAL. (WHERE NO MOWING IS ANTICIPATED) 437 SOUTH COUNTRY RD., to ` 1 , \ 6. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED 2o.oX - ELYMUS RIPARIUS. PA ECOTYPE - RIVERBANK WILDRYE. .PA ECOTYPE Tel: 631.286.8668 • ;�• 't: I�. ,._ * • - "'-..-- v , ' / / - LOLIUM MULTIFLORUM - ANNUAL �s •.: \ BY THE PROPERTY OWNER AS SHOWN ON THE APPROVED SiT.- 2o.ox L RYEGRASS EX• Z - PANICUM CUNDESTINUM. 'TIOGA' - DE PLAN. SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT 2o.ox - BLACK LOCUST : : ;.. ;::'' ::,,. s MUST BE REPLACED WITH THE SA _ _ PIN& A ME SPECIES AND SIZE AS 14-OX PANICUM VIRGATUM. LONG ISLAND-NY ECOTYPE SWITCHGRASS , ' ,•.\• ;.. SEED MIX No.5 / /- 10.OX AGROSTIS PERENNANS. ALBANY PINE BUSH-NY ECOTYPE AUTUMN TO REMAIN ;3 ;: \ \ SHOWN ON THE APPROVED SITE PLAN WITHIN 6 MONTHS. ANY �::::::::.,{: :' BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE) a ,. ^ : ' BLDG.2 �' \ CHANGE IN TREE OR LANDSCAPING S 10.OX - FESTUCA RUBRA - CREEPING RED FESCUE t SEED MIX No. \ \ ♦ , ND SPECIES MUST BE APPROVED ;• :`S`' '•, ., IN.Ft .EL=23.25 \ 2() - - + - IN WRITING BY THE PLANNING BOARD. 3.OX - CAREX VULPINOIDEA. PA ECOTYPE FOX SEDGE PA ,COME VINEYARD VIEW a „�: ,•a;': :R , :i \ 3-OX CHAMAECRI STA_FASCICULATA. PA ECOTYPE PARTRIDGE PEA. PA ECOTYPE --� • . ., .,, ,_,; ;� / .::::: 22 NORTH ROAD 1, ` ''' ;10i;•r l 30.00 POUNDS BU ° \ \ LK VIABLE SEED PER ACRE OR 0.75 POUNDS PER 1,000 SQ. FT. -�. ;;� ,:, SEED MIX No. _ \ TOWN F T LDN.Y. 1 39 O O SO HO N. 9 U N ��r�--�, �. v SEED MIX N 4 N S 0. NORTH-EAST r� .ST MIXED NA VE N A •-' TI ATURAUZED TURF AREAS: N tp N ♦ (WHEREM i OWING S ANTICIPATED) N ♦ IP TEDI .O •i :;:::ii?5"{ S ED MIX No.3 0 E ° i •: 1, l \ _ 34 0 �2. X STUCA RUBRA\ FE R CREEPING I RED FESCUE 0 n *,x •d _ •4 '�• 3.OX 3 ESTUCA OVI ......,.. F NA P F ....... SHE, FESCUE { S r re•,M, �•�:'•'•:• SED MIX N .4 {, E o t O.OX STU FE CA BREVIPILA. 'BEACON' HARD FESCUE. 'BEACON' � 0 \ C 'B ,\ o , Q 9 f { o r' _ i •'�'•' ' USE E.0 M • EROSION 5.OX • e N STUCA OViNA V D 1 FE AR. UR USCULA. 'RHINO C H o H 0 HARD FESCUE, 'RHINO* M i 1^. a , •.i O °M- :r ti CONTROL MAT JUTE MESH S.OX FESTUCA OVINA VAR. GLAUCA F. ARVERNENSIS fF. GLAUCA . BLUE RAY r P .r: ,I B •�• .r.. IN ON SLOPES 1 SX OR GR BLUE EATER. FESCUE 'BLU t " E RAY' r + �\ SEED MiX No.1 , ,,.,,,. •., .••.. . .. .. .. .. .. •. .. .:..:.:.: .:...- :••.•�::>: ::: EROSION CONTROL MAT - � : �Y o. �:•' •e. • �•� \ SEE 5.OX POA PRATENSIS. ARGYLE - KENTUCKY BLUEGRASS 'ARGYLE' '- :� O , n 1 •;.• DETA LS ON HIS _ T SHEET :',• \ u 5.OX OA PRA E v l" r BLD A P T NSIS. SHAMROCK KENTUCKY BLUEGRASS 'SHAMROCK' G P G. PE �1'•'.•'•:•• D 3 EB .fir. O •a S� 3.OX AGROSTIS PE S ENNA A PI ECOTYPE•s R NS. ALBANY NE BUSH-NY EC TY 1 N - AUTUMN •',' N F FI t \ r , �:1rr'irr:':`iit:' N.ftR-' BENTGRASS. ALBANY NY PINE BUSH NY ECOTYPE e:• .\. F _.._ E TY - BLDG.6 E D 'v•r: 2 .2 5' L IN F LR. 260.00. 0 POUN DS BULK VIABLE SEED PER R 0 E ACRE OR 6 POUNDS PER 100 S FT. -r •r•. �I { Q 4 r. C 4 r•- I •tir' '` `"� 23.25' •. 'T is "I a'I �_ SEED MIX N 5 TRAFFIC URF AREAS- '; .v .r S . f I1► (WHERE M E OWING IS A TiC TE 1 N IPA D ,. 0 _ e -d: con ifer, V r 'FAWN' T N M REAL EA DEVELOPMENT.FNi CONSTRICTION i MA AiE EMT L[f TE O G .��' r. \• 30 ox STu A fi >.� \ FE CA RUNDINACEA. 'FAWN, A U b.. TALL FESCUE, FAWN TWO \ _ EX. 30 r :::• �� "`•••. 30,OX LiUM PER N FASTS d' '�. LO ENE. ALL RGI!��'�:�:. , PERENNIAL GRAS 'FASTBALL PE AL RYE S FA 8 LL .R R L SILVER M AP LES 0 T ♦ s r" \ c s ±! � 1 .OX POA PRATENSIS. ''VOLT N '�,•: KE TU BLUEGRASS. 'VOLT KENTUCKY r Pl r 0 R I T ,MAIN •, o. '��• N r' . ' %�'a 'r / iv 15.OX OA PRATENSIS. 'SHAMROCK' - MR CK KENTUCKY BLUEGRASS 'SHAMROCK' a `'� ❑ U M LTIFLORUM ANNUAL RYEGRASS Seal rn � t O.OY LO UM U OMMUNITY ti I . "'�• . D •�. v O r: 0 n 1 . 15 .00 POUNDS DS BULK VIAE '.!.' LE SEED PER CRE OR 5 POUNDS PER 000 S P A P 1 FT. J Q _ F 4� r. / AMATCHLINE A A IN.FLIT E _ y L.- 9.0' •w 1 0 «,ar / Tt^ F :,�i'.;,�r R', M,. C - 'i.;•.',•:' I 6' 1 � \ ''*,,.,,,, % d. •j m5, .i r. o' : t _ ,., -► BLDG.7 E D �` SEED MIX No.S �:- z: I \ -\ f •," r' :'� tir:::�:::.. I .FLR. - f' I r=.:�• I � r r :. ► � LANDSCAPE LEGEND - .. r• n •.' ,,rte"..'--A. 1 J!{{{ 4 1 •tI .r.rr •rr: r 23.25' \\ .r' �i •r: +�r 1 �p i FOR OR ER1ME ER P T OF PARKING AREAS � � _w._..' `„"�•.r,, , to � :1.•;.•,r:' g � i / � �y ,';;:.° -./ •� •>•• c� -2 BLDG.6 Aall ' FIN,FLR.EL.=25.15' �. 7 SEED MIX No.2 issued date description o o / PLANTINGS FOR INTERIOR ,• / \ �` 1 7-18-18 2005 WETLANDS DELINEATION { f: ' OF PARKING AREAS SEED MIX No.4 t \ y I SEED MIX No.S r3 • y ' � �, ,,::r'•;•;.,•, ,°', \ ';•'�' 2 9-28-1$ STREET TREES RAIN GARDENS Jti )♦ �.' ® ,f4 '.' O :�'' \` ' 1 ♦ 1, &PAR IN G AREAS - OU ° :, \ 6-' �" - \ I \ 3 11-20-18 ViLLA E SQUARE&PARKING v s SEED MIX No. SEED MIX No.4 ` o -' , `� ':':' 1 - - _ ^� �� `- � `- _- �. 1 STREET TREES FOR 4 12718 ADDRESSED 10-2-2018 0 �. / J 26- 1 p;,,;: . �:, SEED MIX No.3 COMME�y TS U :�;:' : :' : :: +,:� '� \ INTERIOR ROADWAYS 5 12-18 1$ ADDRESSED 12-17-2018 O SEED MIX No.4 / �• {:;:';:;. :;. \ \ ♦ 2 , o I / i 4 :: mr �:,• ♦ \ ( 5 TOTAL SPACED 40 COMMENTS / / ~T� • � ': ,•: \ \ , 6 1-3-19 ADDRESSED 1221-2018 o SEED MIX No.1 '`' '' - MM NT o �r Y. :::' --, `� \ O.C. PER 9161 44) V_ I +T / I / \ �'' .\ .. 18 \ MON. F EX. 36 SILVER � � o � _ _ 7¢' y \ 7 2-8-19 A DRESSEDTOWN COMMENTS j MAPLE TO REMAIN / 24 / / �. \ . SEED MIX 7Nol \ � \ issued date description 8 2�> -12-19 ADDENDUM#1 Z. EX. SASSAFRAS ( R`- ` \ o / SEED MiX No.4 "I 2005 WETLAND GROVE TO REMAIN ' SEED MIX No.3 / / \ �:\ \ DELINEATION \ f NON- DISTURBANCE BUFFER (BY C.W. BOWMAN I EX. BLACK LOCUST LAND USE ECOLOGICAL 1INC.) \ ' / p�32�/ PROPOSED SILT FENCE / \ \� SERVICES, INC. r0 � GROVE TO REMAIN / / / \ •� 1 (LIMITS OF CLEARING) PROPOSED CONSTRUCTION / ' FENCE •v, \ I EX. SASSAFRAS �\ / / \ \ / / / TREES PROVIDED ON-SITE o J GROVE TO REMAIN \ / \ / / \ \ j\ / (Beyond thwepremmed in nort dctorbedpmsm es are*016.6 aeon and Mose 010011000104 \ I ,41MITS OF 100/\SETBACK / pmserwdwnMs&arm arangCB4a) • i title OFFSET) TO WETLAND \ Area No. 111) ter Required Required Total \ \ FND. �y / / ) • \ / Description of l8} §280 95A §280 958 New \ \ \ y / DELINEATION �BY C.W. \ �_ � �•-•� / 8+ Provided' \ ( / _ \ )8_ / , / Area lo� 188 >; 4.7 4 LANDSCAPE BOWMAN-LAD USE �\ "--. I ECOLOGICAL�SERViCC / v, \r6 9 / Arealt 19 214 19 SA 7 INC.) (TYPICAL) .- \ (,,� Area lit 19 223 1.9 5.6 5 N \ \\ , Area N 19 252 19 5.3 6 PLAN Area V 19 130 0 5.7 6 CB 7\ \\ \ \ 1 / / At ��'I �O \ \ \ / / O�Irrlow 11 137 11 3A 3 dg 3 � \ \ • W\ � \ � Total 9.5, 3 \ / Required 10 35 \ � ` say 34A,say 35 \ ' \ / / / Total ovi 10 25 PLAN KEY �� \\ \ \ 1 564.5e/, - - / / �y Street TreesProvided on Interior Road r§161 14 25 -- d S 1 \ �r rr \ "� /// � Total Proposed Trees Y � l \ eb' FERTILIZER/PEST MANAGEMENT NOTES: �� drawn by: g I t -/ �` i)Perimeter cakukded e[ctvdes Rnearfootoge 6Drderfng access to roadway or > \ r� \ 1. THE USE OF INTEGRATED PEST MANAGEMENT IPM STRATEGIES ARE REQUIRED. qty I� ad)aoWporking;Ma,*ad adjaemrMwnareas �I C a� 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE PROHIBITED. \ ( I ' LIMIT OF SLOPE SEEDING co,etMgtdisink epr�edk,0afeda�aLrEttopark;ng checked by: , f CFD areas.Be rro code wrolysfs in letter doted I7J1d/MtB. _ rn o \ � 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM WATER CONTROLS, PONDING) IS PROHIBIT,D: E.C.M. 1 ` s 'c E n LS 1_A scale: ( n , AS NOTED 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. MON. FND. LS1-C 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT STAPLE (TYP.) ,I j o project number. � 17106.000 Qi a- NECESSARY. � NOTE: O a 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN lip TOPSOIL 1. SEE LANDSCAPE PLAN i (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WiLL ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY LAYER - SHEETS LS-1C BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. sheet number °' 0 0 ')00 200 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 FOR OTHER E.C.M. r � DETAILS. THE EDUCATION LAW OF THE STATE OF NEW YORK 00 LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O IN THE DRAWINGS AND/OR THE ACCOMPANYING Feet 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT SPECIFICATIONS, UNLESS PS UNDER THE DIRECTION LS1-B LS1 THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS N 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 ENGINEER MUST SiGN, SEAL, DATE AND DESCRIBE SCALE: 1" =50' TYPICAL E.C.M. @ ANCHOR TRENCH DETAIL THE FULL EXTENT OF THE ALTERATION ON THE LL_/ RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST N.T.S. DRAWING AND/OR IN THE SPECIFICATION d INDICATES IT IS NECESSARY. (NYS ED. LAW SECTION 7209-2) s PROPERTY f N \ / �4� LINE 3_Df 9 Sc 3At I� / � � � PLANT MATERIAL LIST I � T� 3 S n a 12 C p \ \ SYMBOL EY QUANT. 18OTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES -f'� 3 Vd , \ I -�- - \ ~ Ar ACER RUBRUM RED MAPLE �, I , ..,.. .. �. . •_ � -14- - 2.5'-3` AS SHOWN DECIDUOUS . -- \ I _ \ ; 12 Df _ I . r -- ti � 2 10 -_r 3 Vd :. 12 PV . - gid, CAL SHADE TREE . ' { ( f 4 / - ` Qo WHITE OAK 3` . �/ �•I ® .� � � �I ,.... .._. _. _ _ \ - QUERCUS ALBA 2.5'- AS SHOWN DECIDUOUS I 1 CAL SHADE TREEcc �� • f, �I. I I/ I1 6 Lc I, \ 1 2 Df 12 Pv -� \ \ 108Qc _ QUERcus cInIFA SCARLET OAK 2s`-3' As sHowN oEclouous I I i I �/.I I .( I } I I I' I 1 2 C \ CAL SHADE TREED nF.,. . � I"-177:: 1. I . I . 1 I 3 Sc � P \ 1 SERVICEBERRY 2' 2 5• S SHOWN DEC .., �IDUOUS__�, , I{ ,, .j • 2, ( � ] A _ AMELANCHIER LAEVIS - A DECIDU I '� 1 I s' I 12 Df / 12 Df \ \ '__1 CAL TREE Row 4 ,0,� I I ik 11' I -1 I . . - . . 12 Pv "-'-18� \ Alc _ ELANCHIER LAEVIS CUMULUS SERVICEBERRY 2 -2.5 AS SHOWN DECID . I' - CUMULUS' CAL UOUS 1 . ,��. - -Z::::- I .1 I{ ' 7 M d X \ \ I _ CARPINUS CAROLINIAN I AMERICAN HORNBEAM 2'-2.5' AS SHOWN DECIDUOUS �1 I . 114 Ps i' 7 Rc ' `� s8 CAL TREE' _._LtUIITS"6F \ \" `� 1 I I' I I `� o� 610-SWALE �`� Cf _ CORNUS FLORIDA WHITE DOGWOOD 2'-2.5' AS SHOWN DECIDUOUS...,�� \ STORMWATER \ \ CAL TREE 1300 Walt Whitman Road,Melville,New York a I .1 I I LI It �� RETENTION•AREA \ --� PS _ PINUS STROI SI EASTERN WHITE PINE 6'-8' HT„ T O.C. EVERGREEN 11747 . 12 A - . Phone I'llo ' f I i I N t \ `�.� �ti \ B&B • TREE a 631 300 1010 c {`� i. I N , \ O to - ILEX OPACA AMERICAN HOLLY SdcB• HT., TREE 7 O.C. EVERGREEN a i . __, owner/developer. ` ° ' �'ao • N I 1 P'CD, ii � °� . _ - CONIFER REALY LLC O I I . I E '. .. r �I - 4 IV IIS - • . \ TO N THUJA OCCIDENTA IS NORTHERN WHITE CEDAR 6'-8'. #5 7 O.C. TALL I I, 2 83 E.Main Street,Suite 600, E I I I .I I I! 3 Iv 7 Df 12 Pv �� I �° � Rochester,New York 14604 (ARBORVITAE) CONTAINER EVERGREEN HEDGE 1 ' C - �. \ -_78 d t p Am ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING f ( 1 I 14 S n a' . i I 5 S n \ \ - CONTAINER SHRUB W � �! I I ' I I` ., 12 Cp .I . . _ . - �, . ey \ Iv -_ ILEX VERTICIL WINTERBERRY #5 5' O.C. FLOWERING Site/Civil Consultant q � e . 1 ` ( , 1 Ar Mp MORELLA a PFNSYI VAIJ1l A NORTHERN BAYBERRY CONTAINER 5' O.C. FRUITING � W 1, i. 1 t I BLDG. 1 TYPE C . \ 1 q i I 13 Md 1� . ) , . N DD j I L, I . I I , �, Cp j I' 5 IV Q . . , - \\1111 \ CONTAINER SHRUB (-) o (• II 1 I I - F . EL. = 23.25 5 Rh \ 5 Vd l.�:bO Rc -- 8lil COPAI_L1NA SHINING SUMAC 15 5 O.C. FRUITING • 1 ! - ` CONTAIN J _ \ , j ;� '/ � I I 7 Am � i ER SHRUB z `� �Q_ W . -� � - � i 4 '� '\ 12 Pv • ' 17:7 i �, ( Sc __ SAMBUCUS CANADENSIS ELDERBERRY 5 O.C. FRUITING 1 . CONTAINER SHRUB `T= II IIMIIS, OF RA j 13:4' 1 Al -- I -00 ¢ Vd VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING I � d i R \ 12 Df 1 ,co _ ____ - oo �' . :n . . 12 Rh , CONTAINER SHRUB Q I �AR.DEN ./ ' � 6.6 6 SO �' � \\ r 00000000 -_ N. I STORtu1WATER 6.6 .8 . 19S ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY FTT.-B&B 3 O.C. COMPACTEVERGREEN L K.M+rLEAN AssoaA-r> P.C. • LONG ISLAND, NY W RETENTION AREA \ I z1_z._ �;� �``' 26.5'' 3 Mp � At ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2-3 O.C. LOWERING _ -- 437 SOUTH COUNTRY RD., r7 f , O 1 - .,,I '� " CONTAINER PERENNIAL BROOKHAVEN. NEW YORK 11719 15.5 - M ` . - , I \� 1 l0 4 Am O ------_ { �G U C ed Pathway , Om -_ DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2-3' O.C. PERENNIAL Tel: 631.286.8668 % y � .�.�_ * , �, '' 4. CONTAINER J ' ry' - 04 - �\ -- CARDINAL LOBELIA AINER -3 O.C.I .r, yy ,' °_ { 4 SO Qi�p Lc LOBELIA CARDINALIS #1 2' FLOWERING _ IV ��! ''r' . . L, L_ 1r--}__ 15.5 qi CONT PERENNIAL 0 ?' - _ W '" s"M ;"` -' 1 1 AI 1 Md __ MONARDA DIDYMA #1 2'-3' O.C. FLOWERING - % SCARLET BEEBALM �' �) x 29.5 _ - _ -:--0 <, \ LIMITS OF�,RAIN SII°, F ' 6,0' CONTAINER PERENNIAL { 1 $ '" I Rh RUDBECKIA HIRTA BLACK EYED SUSAN #1 2'-3' O.C. FLOWERING II ( I I I - ,,,/ ofi \1 11 �. I I i `'- 4 M $• � '`O O :, in -- CONTAINER PERENNIAL . \ TORMWATER 6 I v 5 5 , P O ,\ O 9 I g S q, So __ SOLIDAGO ODORA SWEET GOLDENROD #1 2'-3 O.C. FLowERINc VINEYARD VIEW = ITENTION AEA 4 Am I 8.5 _ .� � O , 7 Sc 6 Iv ,; - I ".. ,,' ` .-' ;�� : ' '� •7.$ ' CONTAINER PERENNIAL NORTH ROAD , . ' - � I ,. T \ '`�� Q�� Sno __ SYMPHYOTRICHUM NEW ENGLAND #1 2'-3' O.C. FLOWERING ..ice \ �� 1 AlAI ASTER 1 4u .y,,•..d'Y o. � . NTAINER PERENNIAL EXISTING VEGETATION NOT TO BE DISTURBED 11 Nov o TOWN OF SOUTHOLD, N.Y. 11939 AN C EN ,y N I - _ _ „ 5 SC , �.,r °` � Cp M �BREX PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE 5 Vd I 5.5` I �, 51 to 4.8 - (�.� CONTAINER GRASS ') x I �"" „ ' ' 2 Al 1 AIC 22 2 Am * '[l`t)' Df DESCHAMPSIA E1�4SA COMMON HAIRGRASS #2 3-4' O.C. NATIVE L I . �, O . `t Mulched Pa�hwa - �! I . . II ,/. 0 N ' 3 To �n Y CONTAINER GRASS 5 / E I 5 SC w ® cv `-' `�- Pv -- PANICUM VIRGATUM SWITCHGRASS #2 3 4 O.C. NATIVE (1711N , n ,,,,:'4�. liI 4 Dm lI Of '* 5 M p , a 22 -. 10.8, / GRASS d I \ 11Tr }} 0 ,119 6 Rh i. - , h .5 22 ( // 1 h, } - . . � _ 5 M p C� Z/ \ . x,j / - , 2005 FRESHWATER WETLANDS BY C_W, 2 AI �� 1 Qa I, iI. � i ,� BOWMAN, LAND USE ESI„ AFFIRMED BY 11 :„ ..; _ \ 1 f I `r NYSDEC TT R / § I I I �. I 2, 6.5 , LE E 6/20/2018 J I j. . . \ it . I I . o,. `, ;O 5 Am 4 To I 10.1 �. o / \ II 5 Vd `,. ,- m a,�°� c� 5 Vd 5 .,��.. ,. 4 GENERAL LANDSC �. . a . l .a. I . _ 1 N 11 7.s N t„ w , � / APE NOTES: 5 Mp '; --`=- ti� :-=-J 1 Cc I� _ _ _ '�- -'_ 120:5 , x' 1�16'1 , " $ � 1 . SEE LANDSCAPE PLAN - SHEET LS-1, EX. 1 - e - - - --�-- ; - I �" ' • � �, � LIMITS OF 100' SETBACK (OFFSET \ LS 1 B AND LS-1 C FOR OTHER I 1 2" BLACK LOCUST TO REMAIN N 9• - " � ) conifer -- -- - _ „4 ,", . PLA - NTING DETAILS. TO WETLAND DELINEATION (BY C.W. REAL E3FAT[DEVElO►NFN7,GONf T!lC TION MANAGEMENT I t . �. \. - 1 P e �� -- _ / BOWMAN-LAND USE ECOLOGICAL Co 2. PLANTINGS TO BE NATIVE, - . ' __� -f ' . . V�. �,, SERVICES, INC.) (TYPICAL) NON-INVASIVE,y� �� 1 Qa 1 AI^c 1.,,. 1 Cc W AND DROUGHT ,--- - , \ . '� . - - . `° . . _� . \ PROPOSE TOLERANT TO THE BEST EXTEND seal ,`;Y ..�;�,\;q;;;,a`� . rn D SILT FENCE ,,. , ",,� I 1'��. . . . \�. \ . , 18.0 18.C� 4 Vd (TYPICAL) Z POSSIBLE. c ,; \ P L A N T M A T E R I A L L I S T DISPERSE EACH ROOT MASS INTO PLANTING \ ♦ SOIL. STAGGER PLANTS THROUGH OUT SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE do TYPE SPACING NOTES I J \ PLANTING BED. WATER IMMEDIATELY AFTER \ PLANTING (TYP.) Qa - QUERCUS ALBA WHITE OAK 2.5'-3' AS SHOWN DECIDUOUS I 2" TO 3" DEPTH CAI. SHADE TREE / \ \ ®, 1 At - SERVICEBERRY 2'-2,5" AS SHOWN DECIDUOUS 1 MULCH AS SPEC. � AMELANCHIER LAEVIS � �� 3" HIGH SAUCER 1 \� (TYP,) FINISHED GRADE Alc - AMELANCHIER LAEVIS CUMULUS SERVICE13ERRY 2'-2,5' AS SHOWN NARROW 'CUMULUS' CAL. DECIDUOUS ♦ Cc CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5' AS SHOWN 6R000S ♦- PLANTING SOIL AS SPEC. ' Tva' "' - / \ (MIN.6" TO 12" DEPTH) . �w .: ,; > / s CAL TREE j t 3rd ��,, '``'.._;`ss NOTE: - CORNUS FLORIDA WHITE DOGWOOD 2 -2.5 AS SHOWN DECIDUOUS r•,i,;' CAL. TREE ; ,:, ,:, . •;4 :.`::;: , >.K :..:. DIG 2 MIN. DEPTH - - Jv _- _UNIPERUS VIRGINIANA EASTERN RED CEDAR 6 8, 5 7 O.C. TALL RGREEN \ / \ \ �� -\'�� '� •� TEST HOLE TO VERIFY CONTAINER/ \ \ ROOT MASS //\//\/,\//\,J X WELL DRAINED ftft \ \ \ \ HEDGE TAMPED POROUS \/i\/ /\\//�\\ SUBGRADE MATERIAL ± Ta THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', f5 7' O.C. TALL ' ♦ \�\\/\\/�\ (ARBORVITAE) CONTAINER EVERGREEN 1300 Wait Whitman Road,Melville,New York ♦ (WELL DRAINED) \J• �.(�� HEDGE 11747 SUBGRADE GI C P Am -- ARONIA MELANOCARPA BLACK CHOKEBERRY 13 5 O.C. FLOWERING Phone 631 300 1010 CANTING BED CONTAINER SHRUB cp:p IV -- ILEX YERTICI I ATA WINTERBERRY CONTAINER 5' O.C. SHRUB FLOWERING owner/developer. / ( \ GRASS & PERENNIAL PLANTINGS CPCP \ -� \ � � 1 •\ NGS �J"C..J�' MP -,- MORELLA PENSYLVANICA NORTHERN BAYBERRY f5 5 O.C. FRUITING CONIFER REALY LLC J \ CONTAINER SHRUB 83 E.Main Street,Suite 600, � Rc/ N.T.S. -- RHUS COPAWNA SHINING SUMAC f5 5' O.C. FRUITING Rochester,New York 14604 -�" / ' � ♦ \ �� CONTAINER SHRUB \ J 7: I ♦ �f � Sc SAMBUCUS CANADEN IS ELDERBERRY 05 5, O.C. FRUITING I \ CONTAINER SHRUB Site/Civil Consultant GENERAL LANDSCAPE NOTES: CPCP Vd -- VIBURNUM DENTATUM ARROWWOOD 15 51 O.C. FRUITING CONTAINER SHRUB / \ \ 1 . SEE LANDSCAPE PLANS — SHEET LS-1 AND LS-1C FOR 0000 -� IgS ILEX GL/►9RA SHAMROCK' SHAMROCK INKBERRY 18'-24 3 O.C. COMPACT \ \ OTHER PLANTING DETAILS. HT., B&B EVERGREEN \ / i 2. PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT At _— ASCLEPIAs TUBEROSA BUTTERFLY WEED CONTAINER 2-3 O.C. PERENNIAL \ / _ ♦ `/ TOLERANT TO THE BEST EXTEND POSSIBLE. 4iq-A Dm _- DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2'-3' O.C. PERENNIAL CONTAINER 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF Rh __ RUDBECKIA HIRTA BLACK EYED SUSAN CC 2'-3' O.C. FLOWERING MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO 4)qA so 0 SWEET GOLDENROD CONTAINER 2'-3' D.C. PERENNIAL WERI c L�.McLEAN A3SOgATE3,P.C. �OLIDAGO DORA p � / �� -- CONTAINER PERENNIAL LONG ISLAND, NY N, / 18\ PROPERTY \ \ OF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE 437 SOUTH COUNTRY RD., TOPSOIL, TO INCREASE ITS WATER—HOLDING CAPACITY. CP -- cAREx PENSYLVANICA PENNSYLVANIA SEDGE J2 3'-4' D.C. NATIVE BROOKHAVEN. NEW YORK 11719 „ CONTAINER GRASS Tel: 631.286,8668 / / ♦ 4. COARSE MULCH AT A MINIMUM DEPTH OF 3 IS REQUIRED ON Q� Df DESCHAMPSIA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE / / ♦ �, ALL PLANTED MATERIAL. {� CONTAINER GRASS 5. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE `' `-' �' -- PANICUM VIRGATUM SWITCHGRASS Q2 3'-4' O.C. NATIVE Cal \ �, MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE \ APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE VINEYARD VIEW LU / \ DESTROYED, IT MUST BE REPLACED WITH THE SAME SPECIES NORTH ROAD Z \J6 / / \ ,' SPIV&CAP \ AND SIZE AS SHOWN ON THE APPROVED SITE PLAN WITHIN 6 TOWN OF SOUTHOLD, N.Y. 11939 MONTHS. ANY CHANGE IN TREE OR LANDSCAPING SPECIES `J ,- f �' MUST BE APPROVED IN WRITING BY THE PLANNING BOARD. • u PROPOSED SILT FENCE Q 12 Pv o�� (TYPICAL) \ 1\ n (LIMITS OF CLEARING) PROPOSED CONSTRUCT ON FENCE (TYPICAL) — —1s --- 3 Rc _ 22- -- Al ay 5 To ,- \\ / LINI(TS OF RAINGARQ 9 Vd 5 Mp STOREWA ER \� \ TREE- DUG AS �[�}//�]{Q a Q conifer \ ` \ PER RECENT !/ REAL ESTATE OEEEL0FYEN+•CONETERCTION t YANA6ENENT 1 Al / � _ �� RETENT ON AREA \ �/ � STANDARDS FOR � � o 1 CC -� - � ,-,� � \ \ \ NURSERY STOCK / ? \ ,. AS PUBLISHED BY 5 Am `� 12 Df 1 12 Cp \ \ \ \ \ THE AMERICAN Q� G 6 IgS —\ a seal NURSERY & 5 Vd 12 PV \ \ _ \ LANDSCAPE ._._.-- \ � \ ASSOCIATION �., 1`44;•R .,��`.�'F,.°"� -H ';�� 6 Am - 2 31 1 �/ LIMITS OF 100 SETBACK (kFSET) \ \ \ WRAPPING AS SPEC. ^ �"' � ��„ X4 �, ? �` 1 AI TO WETLAND DELINEATION (B C.W. \ \ � \ I [, :; ;; �.•i I BOWMAN-LAND USE ECOLOGICAL \ 3" MULCH AS SPEC. - 1 AlAI � � � �.g� , 4 Iv RVICEs, ` � \ 3 ( °o '"W( —!_ �5'6 INC.)) (TYPICAL) \ \ ` \ TREE FLARE AT TRUNK _ N \ LIGHTLY r 0v, - 22 i u•� ,� , � `..._ \ \ \ TO BE 5 SC ` . 4.5 `n f.,M1 ``� \ \ " HIGHER THAN L t. 4 HIGH cV SURROUNDING GRADE 8.5' m 1 5 Mp �. \ //� \ \ SAUCER CO ., 3 IgS 12:5' x„ �. \ 4 Vd \ \ \ \ cTYP.) FINISHED GRADE \ ` issued date description o 10 Mulched . Pathway �,\ \ \ \ \ 1 7-18-18 2005 WETLANDS DELINEATION ' 7.1' 7.1 ' 3 4 To , ai ,,.. 5.0'. 4 Vd / \ \ PLANTING SOIL 2 9-28-18 STREET TREES, RAIN GARDENS U \ 2005 FRESHWATER 8,PARKING AREAS AS SPEC. NOTE: 3 12-7-18 ADDRESSED 10-2-2018 MP; 4 1 2 Cp WETLANDS BY C.W. \ DIG 2'(MIN.) COMMENTS � 13 r- ® 6 Dm o BOWMAN, LAND � ESI„ \ / 4 12-18-18 ADDRESSED 12-17-2018 1.$ DEPTH TEST 4L + 4 AFFIRMED BY N DEC \ COMMENTS of 3 I N `” 3.0 10 Df LETTER 6 2018 \ \//\//\//\//�//� ATO 5 1-3-19 ADDRESSED 12-21-2018 a �' BLDG. 4 TYPE A ` R o I M ( `o i' f \ ROOT BALL \\/�%\//\\//\\//\\//i\ COMMENTS j \ \/ j\ WELL 6 2-8-19 ADDRESSED TOWN COMMENTS o FIN. FL �; 4 Dm ,,, \ `\ \\`� DRAINED _ 13 SO �- cp `0 - \ 7 2-12-19 ADDENDUM#1 ► Y-- EL = - X ROOT BALL WIDTH (MIN.) SUBGRADE BLDG. 6 (TYPE D) ' I \ \ TAMPED POROUS MATERIAL issued date descri tion 2.0' 10 Rh 2'pO ,M \ p. - \ 2 0... ! \ (WELL DRAINED) •3 r �;� 10 Rn ., FIN. FCR. I \ \ \ SUBGRADE TYPICAL TREE PLANTING o ,, \ 2 Alc N� ti,_� " 15 So a,`t EL. I �� \ © oo it �• l 1 \ N.T.S. N �-.� N . 23.25 , 12 PV �\ i r 22:4` 12, ^ ; 1 ` SHRUB- v _ .r;. 1 12 Cp \ RECENT STANDARDS FOR rn + 1 \ NURSERY STOCK AS 4 Mp PUBLISHED BY THE .y / AMERICAN NURSERY & S 0' 4 Dm ` ` ,%1� \ LANDSCAPE ASSOCIATION 5.0 l �., 12 Df '� " TOP OF ROOT o _�`�;` � of Am M LIMITS OF RAIN 3 MULCH AS SPEC. MASS TO BE 20 0 -' • 1 w,,> j 6 At \ �- GARDEWA ER " SLIGHTLY ABOVE N -22.0 j r: %- STORM / v 5.0 15 Rh M 4 HIGH SURROUNDING GRADE title s , . F_. . . . '• ` .4,...._ „.,. ,-_.�, . RETENTION AREA u- 5 0 . " 2.0' 8 Vd 6 So ,/. SAUCER (TYP.) , 10 Am `\ ( EAST) a M / 07 FINISHED GRADE SC - LANDSCAPE 5 Rh 9 Rh 1 Cf 1. �. J% i. 3 IV C: Os�_.II. -- - - AS SPEC. OIL r _ ✓ �/ PLANTING S o ,- -- PLAN w� t-1 L �_.1 AI ;�' �m..Q�. ArY, - - r ,., 5 Mp MATCHLINE A-A 2'(MIN.) DIG 2 MIN. 3 LANDSCAPE LEGEND \�y\��,�\,/\ DEPTH TEST / \/\/\/ J HOLE TO PLAN KEY \,; ROOT BALL �/\�/j/,\/,\�\ VERIFY WELL 0. PLANTINGS FOR PERIMETER \\ \\,.� DRAINED „ ` ;'� OF PARKING AREAS SUBGRADE drawn by: LMY X ROOT BALL WIDTH (MIN. MATERIAL CL TAMPED POROUS checked by: CFD C (WELL DRAINED) E ° LS1-A LS1 -B \., PLANTINGS FOR INTERIOR SUBGRADE scale: AS NOTED LO o % ' OF PARKING AREAS SHRUB & EVERGREEN PLANTING project number. 17106. 6 a 0 C N.T.S. I � STREET TREES FOR �% _�� ''� ” F sheet number 0 0 0 4 p 80 INTERIOR ROADWAYS ` ` - — THE EDUCATION LAW OF THE STATE OF NEW YORK _n PROHIBITS ANY PERSON FROM ALTERING ANYTHING LS 1-C LS 1 Feet _ { i:.' a. t !C! IN THE DRAWINGS AND/OR THE ACCOMPANYING SPEA LICE ONS, UNLESS tis UNDER THE DIRECTION LS 1 B cV Id TQ V<T SUCH SALTERATIONS�AREEMMADE.THHEIPROROFESSIONNAAL SCALE: 1" =20' NON- DISTURBANCE BUFFER P:Fnnlng `'C rd ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE CL DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) LANDSCAPE LEGEND 1 �� by . ,,,��\ >► °.,1;. .,� ,�, , Xf:- 1'.- t I i ,. � � ,'�•-) ' .: � 4 TWO EX. 30" w z . , , ;.;. _ 1 PLANTINGS FOR PERIMETER I . . . . . / MATC H LI N E A A ' 6 sc X22. ❑❑ OF PARKING AREAS I SILVER MAPLES - • �� ,• „ W ; -� ; f N 12 I s C:4 TO REMAIN o• - 1 Alc 1 .—„��,_ . ---• . . . a ; PLANTINGS FOR INTERIOR ,► ��. . 1 Alc 4M 1 Cc 9 EX. 36 DD SILVER . • ... � � „a : P ... 12 I S �; 1 Cf OF PARKING AREAS 2 Lc „ MAPLE TO REMAIN ,, I I a, : :. . s COMMUNITY 6 Sna 1 � . 1 4Bh 4M P c 4 Sc ` 1 CC , BLDG. ....�» : •s , 8 Sc \. >J 6 Lc �\ STREET TREES FOR \ 5 Am ,; FIN. FL INTERIOR ROADWAYS . _ 00 Pv -, / 1300 Walt Whifiman Road,Melville, New York 17 Pv 11747 O 10 M LIMITS OF R IN 5 9 cN I N•" P R �, 12 Df i - I ` GARDE . - NON— DISTURBANCE BUFFER hone 631 300 1010 1 , 1 �/ - — 12 Pv P i I STORMWATER - , r �..___. � - � 110.0 � d�' owner/developer > 9 / RETENTION �,REA A , _ - i O- r• 12 Cp \ i CONIFER REALY LLC Q 10 Am -�.: _:. . O ,' 1 2 GENERAL LANDSCAPE NOTES: 83 E.Main street,Suite 600, S ,C " \- � F — — � —, — -- — ��12 Cpit, C p �,,�' � I 1 �'{ - � � Rochester,New York 14604 �� . .. . 6 Ls P _ _ \ 6 qt 2 Df 1. SEE LANDSCAPE PLANS - SHEET LS-1 AND 4 At - i- - 12 Pv - - - I LS-18 FOR OTHER PLANTING DETAILS. 12 Df " 12. PLANTINGS TO BE NATIVE NON-INVASIVE, Site/Civil Consultant o - _ - 6 Ps 2 AI �� ` ;`�,: . � / 12 Df ,�--•��" 12 Df ��`� I I � • - AND DROUGHT TOLERANT TO THE BEST 12 C ► 6 \` EXTEND POSSIBLE. 8 Mp \ ' ** __ -`"_- Q 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. t .\, »� % 12 CP . -.. / \� I COMPOSTED LEAF MOLD) WILL BE 3 = 2 Al I • \ \ INCORPORATED INTO THE TOPSOIL AT A ( I I �� 12 Pv �6 ___ 12 Cp i RATIO OF ONE PART ORGANIC MATTER TO L K.McLEAN ASSOCIATE$ P.C; 12 Cp 12 C �' ;,`� I I \ TWO PARTS NATIVE TOPSOIL, TO INCREASE LONG ISLAND, NY 7 Md P \ 437 SOUTH COUNTRY RD.. �C . D ITS WATER HOLDING CAPACITY. BROOKHAVEN. NEW YORK 11719 4 Iv LIMITS OF ,. Tel: 631.286.8668 I 4 Vd 7 Lc 4. COARSE MULCH AT A MINIMUM DEPTH OF 6 Iv ,� BIO-SWALE / \ �, 3" IS REQUIRED ON ALL PLANTED MATERIAL. -V Q_ STORMWATER < RETENTION AREA \ 7 Am, g . 1 Cc . ` 5. ALL TREES AND LANDSCAPING ARE �-- �/ / LIMITS OF RAIN `.\ °�, REQUIRED TO BE MAINTAINED BY THE GARDEN 36 3g / \ �, VINEYARD VIEW _ STORMWATER � " PROPERTY OWNER AS SHOWN ON THE RETENTION AREA APPROVED SITE PLAN. SHOULD A TREE DIE - PROPOSED SILT FENCE NORTH ROAD (TYPICAL) / l / \ OR OTHERWISE BE DESTROYED, IT MUST BE TOWN OF SOUTHOLD, N.Y. 11939 12 Df \ -- / (LIMITS OF CLEARING) � / ,,� �, � REPLACED WITH THE SAME SPECIES AND LIMITS OF 100' SETBACK \ SIZE AS SHOWN ON THE APPROVED SITE PROPOS DCONSTRUCTION /� 2 Al � � � (OFFSET) TO WETLAND � \ � � i PLAN WITHIN 6 MONTHS. ANY CHANGE IN FENCE TYPICAL) / / DELINEATION (BY C.W. \ TREE OR LANDSCAPING SPECIES MUST BE '"m" EX. SASSAFRAS M BOWMAN-LAND USE \ APPROVED IN WRITING BY THE PLANNING W I 10 Vd GROVE TO REMAIN / / ECOLOGICAL SERVICES, INC.) 26- BOARD. (TYPICAL) \ — - w " G 6 WIDE x { @ ANCHOR TRENCH 12" DEEP " < {�18 - - - - ANCHOR TRENCH conifer.. - 2"-4" OVERLAP REAL ESTATE DEEELO►NENT.CONSTROCTION•MANAGEMENT ON SIDES (TYP.) / I 2005 FRESHWATER \ � - - seal WETLANDS BY C.W. OWMAN LAND USE ESI I \ 24- B / / I AFFIRMED BY NYSDEC LETTER 6/20/2018 Q ALL STAPLES 1 � - 30 O.C. (TYP.) 30 O.C. (TYP.) to I I / / \ \ \ issued date description / �� I 1 7-18-18 2005 WE DELINEATION I ' EX. BLACK LOCUST - - _ _ - - _ L GROVE TO REMAIN / / / 2 9-28-18 STREET TREES,RAIN GARDENS J8 PARKING AREAS I - - - - 3 12-7-18 ADDRESSED 10-2-2018 I /LL_ \ 4 12-18-18 ADDRESSED 12-17-2018 \ / EROSION CONTROL MAT 5 1-3-19 ADDRESSED 12-21-2018 O , � I - pMM NTS o ` I (E.C.M.) INSTALLATION 6 2-8-19 ADDRESSED TOWN COMMENTS (6 1 I / / N.T.S. 7 2-12-19 ADDENDUM#1 PLANT MATERIAL LIST description issued date d scup o SYMBOL KEY QUANT. 01ANICAL NAME COMMON NAME SIZE do TYPE SPACING NOTES � EX. SASSAFRAS '3 GROVE TO REMAIN , �''' - Qc _ QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS CAL SHADE TREE AI — AMELANCHIER LAEVI,$ SERVICEBERRY 2"-2.5* AS SHOWN DECIDUOUS CAL\ NARROW Alc — AMELANCHIERJAEVIS CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS ♦ ♦, I \ \ ` / \\ CUMULUS' CAL " TREE Cc — CARPINUS CAROLINIANA AMERICAN HORNBEAM 2 -•2.5 AS SHOWN TREE DECIDUOUS t i C \ / Cf CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS �,� ` I CAL TREE •N \ / \ ♦ ♦\ \ ` \ --�� '_ ' 7' O.C. EVERGREEN PS — PINUS STROBUS EASTERN WHITE PINE 8 8 HT., TREE ,O•P Am AROMA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING title \ \ \ / \ / CONTAINER SHRUB (WEST) LL_a+ I \ \ ♦ ♦ \ \ \� \ \ / t� ( Iv ILEX VERTICILLATA WINTERBERRY CONTAINER 5; O.C. FLOWERING > MON. ND. ( \ \ \ / \ \ \ l C�' MID -- MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5 O.C. FRUITING LANDSCAPE \ / MUN. FND. / 7/ CONTAINER SHRUB \ \ \ \ \ MULCH TOP SURFACE WITH THIN LAYER \ � Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING I \ \ ♦ / \ LEAF COMPOST OR SHREDDEDOOD ARROWW D 5 5' O.C. FRUITING \ CONTAINER SHRUB C (NOT-WOOD CHIPS) EDGE WITH NATIVE GRASS �-- / � Vd _ VIBURNUM DENTATUM 00 # PLAN v PLANTINGS (SEE PLANTING CONTAINER SHRUB 3 CAST IRON INLET GRATE & PLAN & DETAILS) O00QC IgS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24" 3' O.C. COMPACT PLAN KEY FRAME BOLTED TO HT., 8dc8 EVERGREEN / v MANHOLE 6" MAX_ At N ASCLEPLAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING v POND DEPTH CONTAINER PERENNIAL �" SEE PRECAST CONCRETE 12"MIN � LC -- LOBELIA CARDINALIS CARDINAL LOBELIA #1 2'-3' O.C. FLOWERING a-F ' AREA DRAIN DETAIL AND �!�' CONTAINER 2•_3' O.C. FLOWERING PERENNIAL drawn by: c E IMY 24 AX. � (� � Md MONARDA DIDYMA SCARLET BEEBALM # C DRAINAGE PLANS I QW Sna — SYMPHYOTRICHUM NEW ENGLAND ASTER CONTAINER checked - CFD ¢� FLOWERING y' I.F n. SEED -- - - -- � ----- -- - - _ - _ PERENNIAL b �1 �� -� o, 2-3 O.C. a r_ -' CONTAINER PERENNIAL c• (SEE _ = i :' '- scale. �� ' AS NOTED ±` Q L 1"B - _ _- - - -,Y._Af"�;;; NOVAE ANGLIAE � � [ ¢ r! ��) � - 2 3 4 O.C. NATIVE PLANTING ��'��-�-�>�`.` �::>s..-� �3 �;r,«;. N C PENSYLVANICA PENNSYLVANIA SEDGE # v LANTI Gr =' >°..:y:-,..< 14- :a.. F`. p S9BEX " ,,;.:.4 n = 12 MIN. 00 u= ": ( ) CONTAINER GRASS `= ,. =; _ ' �,,.,x MIN. <r ro ect number: ` 17106.000 O h—: •` a'�".% F,...:.w:Y Y.h,Via,- _ — Ln a PLAN) .>-�`��"��:�;.....�.�:,. 3 0 >4-,.: .,�,..- . ='�>_�'�-.�.��: -..,>;�'-;_ �� ,. � I� Irl I i ii-i ...' F'� „- DEPTH OF -- project I T IH� I �1 1 � � I II � Df DESCHAMPSIA � COMMON HAIRGRASS #2 3'-4' O.C. NATIVE o DRAINAGE PIPE PLANTING SOIL CONTAINER GRASS aD SCARIFIED Od�bD P, 40 80 SUBGRADE -- QANICUM VIRGATUM SwrrCHGRAss CONTAINER 3-4 O.C. NATIVE I GRASS sheet number THE EDUCATION LAW OF THE STATE OF INEW YORK NO PROHIBITS ANY PERSON FROM ALTERING ANYTHING o Feet IN THE DRAWINGS AND/OR THE ACCOMPANYING LS 1-C LS 1 TYPICAL B I O S W A L E DETAIL SPECIFICATIONS. UNLESS Tis UNDER THE DIRECTION _ N SCALE: 1” =20' SUCH AALLTERATIONS�ARE�MADE. THE PRROOF'ESSSIOONNAL LS U_ N.T.S. THE FULL EXTENT OF THE ALTERATION ON THE ENGINEER MUST SIGN, SEAL, DA AN BE DRAWING AND/OR IN THE SPECIFICATION (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 do TYPE SPACING NOTES PLANTINGS FOR PERIMETER 2• PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT 4 OF PARKING AREAS Ar AGER RUBRUM RED MAPLE 2.5'-3" AS SHOWN DECIDUOUS .v. TOLERANT TO THE BEST EXTEND POSSIBLE. CAL. SHADE TREE 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED Qa _ QUERCUS ALBA WHITE OAK 2.5"-3" AS SHOWN DECIDUOUS LEAF MOLD) WILL BE INCORPORATED INTO THE TOPSOIL ATCAL SHADE TREE PLANTINGS FOR INTERIOR Qc _ QUERCUS COCCINEA SCARLET OAK 2.5'-3" AS SHOWN DECIDUOUS CAL, SHADE TREE OF PARKING AREAS A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS AlAMELANCHtER LAEVIs SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS NATIVE TOPSOIL, TO INCREASE ITS WATER—HOLDING — CAL. TREE �, D 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 cf INTERIOR ROADWAYS 0 N ALL PLANTED MATERIAL. _ CORNUS FLORIDA WHITE DOGWOOD C�.5' As SHOWN TTRDECIDUOUS 5. ALL TREES AND LANDSCAPING ARE REQUIRED TO BEJv N JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 7' O.C. TALL CONTAINER EVERGREEN MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE HEDGE 1300 Walt Whitman Road,Melville,Newyork THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', #5 7' O.C. TALL 11747 NON- DISTURBANCE BUFFER APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE To — (ARBORVITAE) CONTAINER HEDGF EVEREEN Phone 631300 1010 BE DESTROYED, IT MUST BE REPLACED WITH THE SAME � Am ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING SPECIES AND SIZE AS SHOWN ON THE APPROVED SITE CONTAINER SHRUB owner/developer. 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, MATCHLINEA-A LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY � MP M MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING Rochester,New York 14604 w„.,> r„„.<,,,• ..u�... , ri, .,..,.. . .,_. ,,..,..,_,..,,.,,,e,,..:.<.,.,,.-,....: c _ SHINING SUMAC CONTAINER 5 O.C. SHRUB Site/Civil Consultant THE PLANNING BOARD � R RHUS COPALUNA CONTAINER FRUITING cJ R h 9 R h i 1 Cf I - -. � Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING A,r,- ? -7�-� -�-- CONTAINER SHRUB r0 0,µ I / / Vd VJBURNUM DENTATUM ARROWWOOD #5 5 O.C. FRUITING 1 Qa �_ AI _ 5 Mp j ' ❑ „ / CONTAINER CONTAf SHRUB ti S Am "”- c / +so IgS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18'-24” 3' O.C. COMPACT / -- .•C � `'"'2, � 4 A � Hr.. B&B EVERGREEN 5: '' � � - At BUTTERFLY WEED 1 2'-3' D.C. FLOWERING Am � / / 2f�P ASCLEPIAS TUBEROSA # ^ ' CONTAINER PERENNIAL N 13 Rh I , 9.5QIP Dm _ DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2-3 O.C. PERENNIAL 22:0' h�' 1 g 4 Dm I _ Y CONTAINER L K McLEAN AS30gATE3, P.C. --T— � Lc LOBELIA CARDINALIS CARDINAL LOBELIA #1 2'-3' O.C. FLOWERING ��^' / .- 437GSOUTH COUNTRY RD., ° CONTAINER PERENNIAISLAND, NY L 0' / Md -- MONARDA DIDYMA SCARLET BEEBALM #1 2 3 O.C. FLOWERING BROOKtiAVEN, NEW YORK 11719 BLDG. 7 {TYPE D) `' CONTAINER PERENNIAL �.a Tel: 631.286.8668 t .° t I Q$cP Rh N RUDBECKIA HIRTA BLACK EYED SUSAN #1 NTAINER 2,-3' O.C. FLOWERING o. 20.0'_ ,n of r ,.,f O ,a - .. FIN. FLR. / / QS}P So Y SOUDAGO ODORA SWEET GOLDENROD CONTAINER PpERENNNIAgLL 1 2'-3- O.C. FLOWERING t>7 ; CO , 1 Ar ao 5 2'-3' O.C. FLOWERING �„ . • ca. 1 Ar EL. _ � Seo SYMP ANGILIAEM NEW ENGLAND ASTER CONTAINER PERENNIAL E� i . / - P 2.0 / 7 M - `•° ", - �•. 23'25 PROPOSED SILT FENCE {-� CP PENSYIVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE VINEYARD VIEW r 9 M p ++ I 'Z J`C l� CONTAINER GRASS �' f; i "/ (TYPICAL) OF CLEARING 1 � Df DESCHAMPSIA ' . ) -- s (LIMITS ) COMMON HAIRGRASS CONTAINER GRASS 3-4 O.C. NORTH ROAD g i Pv PANICUM VIRGATUM swITCHGRASS #2 3'-4' O.C. NATIVE TOWN OF SOUTHOLD, N.Y. 11939 a 3 Rh vn '0' i. -- GRASS 3 _ r\ PROPOSED CONSTRUCTIOi / r / FENCE (TYPICAL) \ p= 4 m 20' -� N {.. 6 Am I BLDG. 5 T1�PE A 6 So 9.5/ - 3.0' A 0 12 Pv FLR. EL. _ 1 �' 771 4 vd 5 Rh 69 .Lc 0_----- 6 So ``' i 5 Mp 10 IgS10 17 iv �, 7 To ' \ 5 RCM; �, 1 Cc �. coaifer pr" VIAL if TAT[OlVILO,MI"T,COM{TINCTIO"►MA"A4(TA!"T 00 5 IgS \ i I8 Rh r ` ✓ +t 3' - �"' a)" seat i J 2 „" 12 Pv _ 3,4. CO i , i 4 Sc \ i • � k� � 1.9 �.,;_ ,, , . �r', :^r.� tiff• , 12 Cp { Mulched 12 D12 Df N UJ f ay 4 2.b, ulched '..Pathway �� °ice N 2005 FRESHWATER �- issued date description �.� ''"'~- ..RR. / 5 Df 1 7-18-18 2005 WETLANDS DELINEATION rr � WETLANDS BY C.W. BOWMAN, LAND USE ESI, 2 9-28-18 STREET TREES,RAIN GARDENS o f— AFFIRMED BY NYSDEC �, V p ' �' LETTER 6/20/2018 / A PARKING AREAS 3 12-7-18 ADDRESSED 10-2-2018 / 6 Rh `�' 4 Am '� // O 12 Cp `'�' / �`� / _ 4 12-18-18 ADDRESSED 12-17-2018 v 4 M ulched �� `- ___ / // 5 1-3-19 ADDRESSED 12-21-2018 0I LIMITS OF RAIN P l o GARDEN / Pathway I � N STORMWATER 5 LC \ � � � / / � 6 2-8-19 DRMF�SE TOWN COMMENTS o RETENTION AREA 12 Pv 6 Vd 00 � 12 Pv � / \ \ 7 2-12-19 ADDENDUM#1 1 QC 6 Lc 8 Am 5 RC issued date description -_..- -- � i 8 Sc o / / 12 Df o o 12 Pv 12 Df �. E LIMITS OF 100' SETB CK, (OFFSET) TO WETLAND DELINEATION (BY C.W. N / BOWMAN-LAND USE title LL- / / / / / / INC.)ECOLOGICALSERVICES,RVICES, \ (SOUTH ) / LIMITS OF RAIN ; ' LANDSCAPE / GARDEN / STORMRATER ETENTIIONWAREA \ ' i PLAN PLAN KEY / 2005 WETLAND \ 0 40 80 drawn by: LMY / DELINEATION � i / (BY C.W. BOWMAN - ` Feet checked by: CFD CL / LAND USE ECOLOGICAL E 0- LS1-A LS1-B / / SERVICES, INC.) i , ` SCALE: 1" =20' scale: AS NOTED LO a `� project number, 17106.000 O c - >�"--Q A sheet number / t i .�i. IV F,"Wrlp' wpw THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O \ ��, ' D �' f n IN THE DRAWINGS AND/OR THE ACCOMPANYING \ r '« l ` ,V` ~ OF A LICENSED PROFESSIONAL ENGINEER, WHERE _ CO / \ '� SUCH ALTSPECIFICAERATIONS ARE MADE, THE PROFESSIOITS UNDER THE GNALN CVO LS1 / �1 �`. \ -t�`- - �/ '/� Sout Gj Io, n LS 1 D LS1-C n / / �� ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE - P. n n i n a G.^'rd THE FULL EXTENT OF THE ALTERATION ON THE ly/ DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) IRRIGATION AREA = 57,680 SQ. FT. OR 7.7% 011171 7 I'm S11 I (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. IRRIGATION HEAD I THREE ZONES FOR THREE DAYS OF IRRIGATION WITH EACH ,_ PROPOSED HALF CIRCLE , ZONE SCHEDULED FOR ONE DAY FRONT LAWN & VILLAGE SQUARE LAWN AREAS r\ IRRIGATION HEAD ZONE 1 EAST ( ) I PROPOSED QUARTER CIRCLE a - S� 34'24'`E• 1 _ `- IRRIGATION HEAD L — — J = 20,950 SQ. FT. /' \ X27, / 1 i' ; PROPOSED ADJUSTABLE. I N o 0 o i - r \r� ,/ / /' '-/-�� // 12.0- ;��' CIRCLE IRRIGATION HEAD I ►� N N N ,r ;,oi �% /o i! // -1 / ,r / N ' fND \ / ZONE 2 (WEST FRONT LAWN AREA) N N f'� ` r' /4,�` / fir' �C�' 3.3 � / — 1300 Walt Whitman Road,Melville,New York ' 22,900 SQ. FT. 11747 L (SEE IRRIGATION DETAILS ON SEPARATE Phone 631 300 1010 fR� e SHEET) TE N ° .:;.;: ° NT SHEET) /' / ;44u / ✓ / >/` / %y ZONE 2 owner/developer / r' ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS AROUND CONIFER REALY LLC ti ': ...: {/ !' PROPOSED PRIVATE WELL PARKING AREAS AND AT BUILDINGS) (SEE DETAILED ® s3 E.Main street,suite 600, FOR IRRIGATION ONLY Rochester,New York 14604 �'.":..", IRRIGATION PLANS - SHEETS LS2-A, LS2-B, LS2-C & �, oL J LS2-D -,::,.• ,\` ' , TYPICAL SIZE OF IRRIGATION HEADS QUANTITY Site/Civil Consultant : AiN I r r' ZONE 3 = 1 830 S . FT. --- �' , `` ' � ✓ � 3, Q ., . Of2MW,� �..' BLDG.1(TYPE C) PROPOSED 30 FEET RADIUS 28 51 tet, '. `� �Q 20 }'. i�,, wTENTION N '' •' FIN.FLR,EL.®23.25' g�� ..,.�.J.. :N PA54V3 ` �.,: o ''� i o 1_ , IRRIGATION HEAD .•.:"..:;•--•.:: : ZQ►.' ..::,.. :' / AN IRRIGATION TIMING PLAN WILL BE IMPLEMENTED --------------- NOTE: � l''.,N '. :':':,•. , r ,.a / FOR THE SITE TO BE IRRIGATED IN PHASES SO THAT _ I �. ,, r a � , a^2 N O, •' " � ' �, . . ,.;.::.:::'•:.';:•:•.:_':.:.•: . .. . ._.. ,� • ._.� ?,o � °' � /� !�,. � � � �/ ��- � \ SECTIONS OF THE SITE ARE TO BE IRRIGATED IN ON / .`'�, PROPOSED N 10 FEET RADIUS 280 I - � ` r ` ALTERNATING DAYS AND ENTIRE SITE IS NOT IRRIGATED ALL IRRIGATION HEAD s "• L K MCL.EAN ASSOCIATES, P.C. 'YJ AT THE SAME TIME. :� � •F % F3�s;9' ,s : '? ''e ,�,: � / / \ LONG ISLAND, NY LA NON- D I STU R BAN C E BUFFER 437 SOUTH COUNTRY RD., i ! ,'%-'' /""%;!y !n=sx:-• A �' �' � # BR OKHAVEN NEW YORK 11719 / r, • Tel: 831.286.8668 , r•, /.. SEE LANDSCAPE PLANS -:�. �: ,;,, r' � / �' PROPOSED SILT ENC •T 005 FRESHWATER ��, 2 F E f n / / R EXISTING TREE �T- 'i" •'„ f I / / FO ES •i. 9 d c `4 s" /r iy / / / .} •:�. (LIMITS OF CLEARING ;;" � ,, •::� ,�'` / WETLANDS BY C.W. TO REMAIN •a" �. \ " ,� � •.- ►�=.�-=� ==� BOWMAN, LAND USE ESI„ AFFIRMED BY NY :.,, �:•: y ,,.,,.,>„a , ,.=�-�-.;;�°: / \ SDEC PROPOSED CONSTRUCTION .,'• `} --- _ / �`\` / ♦r ,• \ , �'::".� LETTER 6/20/2018 FENCE ,i' / / ,.- ` � VINEYARD VIEW BLDG,2 rrYPE 13) ,f` / NORTH ROAD :” FIN.FLR.EL.=23.25' / / /' / IRRIGATION PLAN NOTES: r / / �` / W T LD N.Y. 11939 " • " ' '"" ZONE 1 � TOWN OF SOU HO 7 r'a f r �/ .�/.--�-• 22.0 �;��/;�• � - _ ',4%: �` o: / /' / � 1. SEE LANDSCAPE PLANS SHEETS e , f O _ I Y " 5 ■ O / - LS1 S1 A B 1 C & , �:�` L LS1-B, LS 1 -C\ f- / V• " 7•ir , O is< x CT' / ro y ./Q gy V T L T . 00 1 ♦ 0 s A F �' � .•�;. LS1 F PLANTINGS. N D OR PLA GS \ Y. , N b '�F N � b { r Q •O P , AIN PLANS ,N 2 SEEDRAINAGE & GRD G I � i i s' +ten.,,•' „. .. / ,e ,. .. .:. . .. ..... .., .. :..:.:.: �o°'` SHEETS D 1 D 1 A D1-B, D 1 C & ss.:. a. 2 0 \ , - 4 ♦ / � N, o / �o D ,y r 1 D. , a a a: a 9" 0 q y r> F I � 'S;` O i '; e j. ^✓// Mau ,ra.�'� !��,-.' ;<> %i��r�"'��;::;:: 3. SOIL M01 NSORS WILL BE STURE SE O t •- i i. , y , - s , - ZONE s$' �r I �^ U WITH I SYSTEM, USED TH THE IRRIGATION SY E ` J I 1` ''s Y p'f w : 0 ATR NECESSARY T WATER ONLY WHEN NECE Y , / N , 1 BLDG.4 PEA try x \' - ,t , ' BLDG.3 E B rrY ) .i I. i (TYP ,t f jj r / RI N \ DURING TIMES OF OW SOIL FIN. L I •4' ramex- , ♦° r r f I' L ! ae •i BLDG.6 E D I. D (TYPE ) I -"A � MOISTURE. 3.25' a >d w !. / { :.� ,,,,-„ •s '. 2 :35. e , f. FIN. •o 2 I .� 2i - { 4. R NO MORE THAN 1 000 GALLONS PER f e� r . _f 4EIMIOV 23.25' / I � /”`", T Ad1-6 HENT / V O ENT DNFT FC ION l AN F REAL RETAIN DF El fM C R ■ </ 7 .�1 4 /` A A A ION. DAY SHALL BE USED FOR IRRIGATION. p f y Jy / r 1r' i / i' fF.,.Gt .1 / / 5. T U NATIVE, ;FY HE USE OF N Tl E / f. .♦i. P 3. 1 5 ' SEE LANDSCAPE PLANS '� r. n' ,Y. � / /p ♦ � ., - t DROUGHT TOLERANT PLANTS AND r LA s f \ 5! r° Th r f r / ryry ,xv r' rf TIN T wh FOR EXISTING REES % •a ,•. .. ., - .moi` ,,,,-„x,,. ,,,. ,.. t... seal \ \ , , .>.: ,a;/.;..., , DRIP IRRIGATION IN LANDSCAPING IS T R MAI ,-. I i , 0 -REMAIN f :.y_. / � , \ I �• MATCHLINEAA REQUIRED. J' f, /� \ J F x „ , J \ S rt” ar• P' , a .-.. , _ -:�:�-';.'.•:.:':� / � �— SEPARATE WELLS SHALL BE USED - WELL(S) t ,y i ! 1 / / r ;t i r sY -.: :, s•,,.,'.° ,,., ..., +<, rem„ .,i 1 t Y. 5 1I "lf FOR ALL IRRIGATION TO REDUCE THE „ t f A f \ 3 C L t £Rt GGL� I s OMM NrTY BLDG. ....=, ,..,c. ,!` / , 4 4 rn J I �r.. USE • r E OF WATER FROM THE i 7 / 4;P 1: b 1 :y 3 FIN.FLR.EL.—2 3s.o' e e 0•,i3':, V f / •c 'r ,f JC / WA SYSTEM. COUNTY WATER AUTHORITY'S S S S E ry i 2 E U s. BLDG.DG E D ti 1 Y , FIN- I 2 O t f / 6 .au _ r EL.— r / v S99623.25' rtl� Ir RBE TEHT� P.gi a 'RAI sx M1."s" F' N G1 r° t t r A RD / AR ♦/ / r .r , w• D E E i f N / 0., N t. r' s , r aR :5 M tiL' W W A' f 6 r A t tE ER / R E' / f TT:N i I R EA / S7 f O 5 W wr . i 9 !=•�"-, ,�. '3:" . /' ,�` issued date description / \' / d` ,Y f nrna»"" 's' s 1 \ {'`` X ,'�,. 1 7 19 18 2005 WETLANDS DELINEATION }\, BLDG.5 PEA ` 'r•7 '. .L,':• ,i ,✓\ .s. ':'rr;Yrs! 'F.-, ;i"-'''"> y' a f,ss'` _ J •�, >r / / I - ! o FIN FLR.EL.—25.15' �`.,oF _ � � ' ';� ' ':'.':'":•'••:. <, R„ ,;,;.,,,: ;',. • /” ,� >< / � � 2 10 1-18 STREET TREES, RAIN GARDENS N R LL f � / \ : •, ,, / ,/ &PARKING AREAS I ✓' a i r / T< V - ADDRESSED 10-2-2018 I / � 1 7- 8 ADD ESS N- ,✓ 3 2 1 ZONE 2 e' / / Q ♦ 0 i / NT / = "` ��f' MME S f CO " , , i I / r1 j� , - ADDRESSED 12-17-2018 r^ ♦ 4 121818 A RESS LL 1 W / / LL. k• P / N _e / ! y. COMMENTS ' / / � ti s - i \ -- •4 °';--'>;,'%:!; �D ♦� ar ! ��'"'� 1-3-19 ADDRESSED TOWN COMMENTS p I �— ,('r f f / / i /' STORM4j SEN/ N. / 6,Q / /! j ,�. , ) 6 2-8-19 ADDRESSED TOWN COMMENTS O 'J6 / ;O Ca / / / / / +_ / j'' -• 'AREA ATER.• N / /' / \ "1 / ,` 26.0; o / / / ! / O _ cD � / / r //o \ ./ ' '� •-:'::sw ' . . '.m 3, ; ;� / �-' ,! ,• � & 2 12-19 ADDENDUM#1 i I / � / '� r / / / f' ' r / /'" ' f� / ' / — issued date description to t 1` /' / / '' / ( � I / / / i / %`• ,'': / /`",,, • / r/ .r� .f �' / / ! ✓ ✓` C 'M f � ' // j ' � ,,/r //! "'/ /� ` ,,/`� ' / / / ,/''' ,i' /''' / r �O� r�� , �.�",.,�R'�o'';`:` /'' f ,,•'' _/ � Oj / G"///"'- j \� /� r\ �`r /i' //, ` �° j, ' of f t`• J \ / •v � / // /„ / / ,' /'! ff �� ,�� .��• ,W / ,/,/r NO' '` / ,*` .g�RM�b N/ / / / / /! 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I "; .11 �, � ;,;, 11 :- ;, � I U, � , � I . . , �_�. __ 111. � I AREA � , I "�`,.""", I .111, / -,��`,11," . - 1, I , .I I . , I 0 "', 11, , I "T ." ESSARY .S � , \1 * IN � ) , - , , - " -�;�-�`,,��'� �/�;,,-,` I _� , j � : ,k___1 /",8', ,',,`;t,��;,,��/�;' �,�,17,1.,',��' , I � 3: �n f_� / - . " � " �, _�,_,;,�-�, ,", " " a I' ll -- .�" � " ,�� , I - :, .I 9 � � . �, " .11 ;'�;�,;, , , _?!$ �� . ,,, I I W". I , ,,, I - I 11 � � I I ." , 1. , � I qAMLN1N' ' '�,�", � \1 , I I L_ . � �,, �, I - I I V� . Y- -,"'I": , . . I , . . 11 _ ,I , - 16 4 I I �,'..'....", 1/1 i�1'11 !�,' , DURING TIMES OF LOW SOIL , - 11 �q ,, . . ."q '', � � I - A �. , ,1 � 11 , . -E,�,:( ,,_,-f 1,t4,�,%,.-7�,/"-', , I " . , , 11 I I � 1, I ,: 1111 .1 . . I - --""I" , _/t, : , , " " .. . . �_ - , �, - I ["11 I , I ,� : _: ,�,�,�;�,. 'I", ' ' I � . I I I " : , � , I "' , - , , 1 � , o';t'. ',', 1,;1 " . - ,,,, ,qNC -TY-'�),' , / - t4 11 . ,/ , "', \ I 1;1 ,,�,;,,;Iz",f�,�`�,,,,��,&� ,�_i�,,,,_";,', 0 . 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" 4 _ y .1 ^t-1.R A it A I I R11 I %7 ,�j,;--w-, I DRAWING AND/OR IN THE spEcinCATION . a: I (NYS ED. LAW SECTION 7209-2) 1 . I . I � 1061 14 ' r✓ , '" ✓`/ '� \ / IRRIGATION LEGEND r — ', ZONE 3 (DRIP IRRIGATION ' AT ALL PLANTING BEDS iQ) \ I V L ,_,_ _ J AROUND PARKING AREAS \ ZONE 3 AND AT BUILDINGS) (SEE IRRIGATION PLAN — ` SHEET LS2 FOR SQUARE °� ,✓ �` / \' FOOT AREAS) 10 1 1300 Walt Whitman Road Melville New York � '7 ' NON- DISTURBANCE BUFFER 11747 Phone 631 300 1010 owner/developer: �,� � ,� ' / ✓i \ \/'' CONIFER REALY LLC 83 E.Main Street,Suite 600, / ' \ �,•F p IRRIGATION PLAN NOTES: Rochester,New York 14604 1. SEE LANDSCAPE PLANS — SHEETS — Site/Civil Consultant ' LS 1, LS 1 —A, LS 1 —B, LS 1 C & LS1 —D FOR PLANTINGS. 2. SEE DRAINAGE & GRADING PLANS — .°` \ SHEETS D1, D1 —A, D1—B, D1 —C & D1 —D. 3. SOIL MOISTURE SENSORS WILL BE /%� ,✓''/ /' ,�'� /00 \ \ USED WITH THE IRRIGATION SYSTEM, L K McL1EAN ASSOCIATES, P.C. LON✓ ' ,/ ; / r / f'` '` \ TO WATER ONLY WHEN NECESSARY /.�` ,.✓ / ,/ % /,✓ j,' / I \ \ ISLAND, NY DURING TIMES OF LOW SOIL 437GSOUTH COUNTRY RD.. MOISTURE. BROOKHAVEN. NEW YORK 11719 / /' �f\ '�,•/ / / \ 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 ' / I DROUGHT—TOLERANT PLANTS AND LETTER 6/20/2018 r o �` ,✓ , ,/ DRIP IRRIGATION IN LANDSCAPING IS VINEYARD VIEW ✓ \ REQUIRED. 6. A SEPARATE WELLS SHALL BE USED NORTH ROAD -IX ✓ ( ) TOWN OF SOUTHOLD, N.Y. 11939 \ \ FOR ALL IRRIGATION TO REDUCE THE �. L1J // �.f'% , �� USE OF WATER FROM THE, SUFFOLK Yz '� \ \ COUNTY WATER AUTHORITY'S SYSTEM. u...,, coniere \ / / ,/' % j \ / � 1 � Tf AL EIlAT[pFYtIOIMI Ni•CONiTtO CiIOM k MAXAaEM[Ni seal f <✓/ art`,/-- � � / d" � F///// ////��/ � \ ♦ \ I '�w ( - `�+ <',t� .'Y ("'- k o f _ _ 22.0 a / / / ' � LIMIT OF IN �PROPERTY LINE (TYP.) ' •\ � -'``-=="'` / �' G DEN ID ` issued date description v ID �, i / / F.. r0RMWATER, ,/ rr \ ` , p �' �O� i /RETENTION�QR 9 \ ` / \ \ 1 7-19-18 2005 WETLANDS DELINEATION L ZONE 3 Q `L f \� \ I ) \ 2 12-7-18 ADDRESSED 10-2-2018 I o VE 3 j ; G,c�', O ` 3 12-18-18 ADDRESSED 12-17-2018 r r �?N- /�/ 4 1-3-19 ADDRESSED TOWN COMMENTS J � T� f / — / ` \ \ COMMENTS p U P ,ON �/ \ 5 2-8-19 ADDRESSED TOWN COMMENTS o _ D M STER' ' t �. /Qc �. 1 � p / A PAD . \ S@ 2-12-19 ADDENDUM#1 TR NS ZONE 3 \ \ o .FORME D ' fir! PA \ issued date description ITS OF 1,00 SETBA (OFFSET) IeO WETLANIJ� , ..' i DELINE ON (BY C!W. / w,.. :': i' BOW LAND E • yr r• 7 S I r#�VI - EC COG CAL S CES 4 y , >' /. � �' t4ANCEI . TYPICA1r) ( ) v ,'9 '3 t V r v�r E L e,'"yJr J / a s —yF i". a, rr r ^ i r.. s ..;. F.•Y / V f., 1• ` ,.:,tt e ,A`„,Yz•';y . v , ;.%✓j.b:s;,:'r .r.4Z',,,;:XSC } r/'r i N F+ O "v. {" N r r . C) , .5"H" •rt S v- 3• c �'. , L G. 4 TYPE A //f,.•`/ ,a< `:' fi ": .; / I PROPOSED SILT rE CE FIN. FLR. ; �� .f' rIL ,r `/i r r. ,s �.. TY CAL yy�� F F ( 1 I dr b title _ ' N :, .LIMITS OF CLEARING DG. PED �- ,� � )\ r F� P , ( EAST) 23.25 !T I M / l< <r <r. c r s'r, _ r F L.R. s r'r v l" f � V l L. �� PROPOSED CO�STRUCTION� , IRRIGATION r»�. xf,' „s r• , r NCE TYPAL F A I I 23.25 � R \ ��"? ::bra,:> .`�<i '1 A 7 /f Mbwn.:gn. 6 - ,,. ."NYie,. e,...., r,. > V 1 ,., , %I.'" .,r >,.:`,i ,.z;;°,r i I f / �, N M1. _ >�rr : T. � PLAN , r d. . 'cwv s•*:'ra, Y `w 1 � 1 A r r n.. ;?rMx" ' 'a." ' � s wr'r „ 6. 1 \' , B A PLAN KEY . . . \ 1 . , > 5 40 80 sZ r 4 r . f „ .:..<. / yawn b MY ' d r> .rr o.••r , i v 'a ',+ rs,y"•, C Yr' `+ < srs:is r' . .�' vi';'�"rn .t�xl.drl=:i$,'o ..t vd..ic"i.'l,.:f ! 3PY C r: y- 9 Feet „.: r. .'ss' / .f v< checked CFD ;r p r f� ,I 1' 7 I F+ Q r, • { „f //" f Y - C) .z..r .a^ 1 .a 1 1 I'' ,'.0 4.f ..},.. .!Fir ^... .,.. tis "r'';,:... .y. ..,:: "'� '/.%> r./.n%'w ,..,,:r.. . <« .:.,'. ,.,s.. ... . ,.. ., i':'�f.�. �;:;<;°�.��u.f- �� i scale. s AS NOTED . Y ".., i. _ _ " SCALE. 1 20 v; L 2 2B _ . ✓ i v Ci) d OF RA it >F<: LIMITS F, 7 < I projectnumber17106.000 o N .� G .., ri, .. '; ,.., .-., :„:: „ ., r'h;•%7c„ :iv/!6%vh ii.<✓.C'"'.ub;mi,H,i,a<, r:F' d i RETEN M TE r R y>+ O F a REA / Y'. t TOE OF 'K F r- i /? sheet tuber .. • ,.,...,. .. . ,. r .'. , ,... ,n.,. , ,.„ r. . >. see nu WA E f L / S f f iff •.F”' 'ifs:.. / . : t•— s.. - «mow ,,,', `r.+ . ,!/., k. THE EDUCATION LAW OF THE STATE OF YORK NEW x AI IN .,. : . >,; '{. •;,.',,,. PROHIBITS ANY PERSON FROM ALTERING ANYTHING : O ( N DRAWINGS OMPA N I E AND/OR THE ACC NYl G Q t.x 5 , {,s THE D r„ fx SPECIFICATIONS UNLESS ITS UNDER THE DIRECTION d` / m ' , ,r„-F , MATCHLINE A.r A/fir. ,. , /r ,., ,,,,:, ;.,.,,a':„,,,., ,, s,F. ,. � /. i.,,; ,. :err '`J✓,,, . , .}r„, r,,,,.. : ..,.r ., . r{frr,. ' : ,.' !, %;;,;. '"�;,, OF A LICENSED PROFESSIONAL ENG NEER, WHEREo �.. � ,�, .�,. w `�:�'Y �:� 'PARKIN ��:.<� "iivs /`�1L � s„v.- 1 � H RA N R 1 NAS SUC ALTE TID S ARE MADE THE P 4FESS 0 LN ,LS2 C �' ,afr �: � LS2-B -'„ .�., ".fin, s' NGINEER MUST SIG S TE AND DESCRIBE E DA ,,r ;r„ < s, / rr JAI .,,, r s, H r' % w, , .;.,. ,, ir;.iiiF , =f / N N {. '�' E FULL EKfENT OF THE ALTERATION 0 THE r r TH sy , , ;.>.ir�:.;fir/i', L_ J!/ ti x y;" ��/7':'%;ter;..'.. DRAWING AND/OR IN THE 5 ECIFICATIO % 7? LL � ;ya«;,;,�.;;;».::;<°sM,µ r�s.i{r��{{��& '..�:;; �. r ,. Ill' 411 / � / f e• / / 0 • (NYS ED. LAW SECTION 7209-2) , • V • se.. a ., e- ( 7_171 „ I / / y .y LAWN IRRIGATION LEGEND ..p,,r '*sem:: '.i• / a• / s Iiww.'e, �11i X \ r- i , " ., MATCHLINE PROPOSED FULL CIRCLE A •/ 4yr A x. , a \ / 's r, IRRIGATION HEAD l y # f r rr / .� _ ?I • 9 Y . s „ ,.,. ,. .. , . , . rsr 9r.; 77 .: f- , - ,u „Y! PROPOSED HALF CIRCLE i .. <.. 3.. .'-,»'..' •.y,"i"dy,s �H h ; "F L/ t . . aT IRRIGATION HEAD w , r 1 / {! LOCATION 0 FOR ,• f. 9 fi \ / / l . I /. ,..x IRRIGATION ONLY PROPOSED QUARTER CIRCLE 1 ... . I ••A .r. ,/ ,. ... .rr , n .,. .,., „. N u•s "%.,uiy-/% 3' .%"/"; ;.,�',"..S• - .. IRRIGATION HEAD a: / L z .,...,," ,x.,. +., ,.<. ., ,,r,r .,s,,.,z„ ., u'''d•:';,. 4'S4y'i".v>"e,.,t1,,. ,$'03;: r: r' , t .r „4< y I - .j,,./ yr X 7 \ n L x F J/ I \�\ \ ry 'sf' Gr> i /rn , ,r 9bs5, : t r/ T f L 1 PROPOSED SED ADJUSTABLE CIRCLE IRRIGATION HEA Dtom' y g6FIN. FLR. EL. 29.0' \r �w \: r wi l : < rY � ' I y• , • y i f ' ' • 1300 Walt Whitman Road Melville, New r LIMITS r, 4 .w > 117 7 M 4x PRO E TY LINE TY l \ v � , u. L ` / GARDEN , b Phone 631 300 1010 STORMWATEft (SEE IRRIGATION DETAILS ON SEPARATE RETENTION AREA er:- ; owner/develo I e _ _ 'p I SHEET) p O ' CONIFER REALY LLC y �;i 1J� I TRANS--.. : ' — PROPOSED PRIVATE WELL 83 E.Main Street,Suite 600, / \ f. \� , TOE OF SWALE FORMER \- -� ��'� — ` I r,�( s © Rochester,New York 14604 . IN PAD � �' B10S�1TAt�/STOW I ��_ RAIN G,q I' �. °I ! (FOR IRRIGATION ONLY) IDE / / sr_ oR A �'\ z6'y s � ORIV1jj� . MV1/AT T ATRR I Site/Civil Consultant NTI S3W7' I TYPICAL SIZE OF IRRIGATION HEADS j ;' PROPOSED —30 FEET RADIUS HEAD D - - - I 7 . L Z / 6� / ' ji OF ZONE 3 �: - . I � . � . •. " •- -` LIMITS ,�`r / \ I - ;' PROPOSED —10 FEET RADIUS L K McLEAN Al P.C. BIO-SW LE IRRIGATION HEAD LONG ISLAND NY STORMwATER 437 SOUTH ISLAND, TRY RD., NTION ARFA R BROOKHAVEN, NEW YORK 11719 `` / • / \ / / /" i '/ IM]T5 OF RAI \\ •\ Tel: 631.286.8668 r ZONE 3ZONE 2 / / RQEN \ , \ ..\ / \ d � • •, .• • • . • • ., . • ., . • •. . • . • . • •. . . � �'' // / / /; f .i / STORMWATER /f � .. . \ • , RETENTION/AREA \\ - ' 'r o t'`r / ' �`` 'i '` \ r ZONE 2 (WEST FRONT LAWN PRQI�OSED SILT/'FENCE / ai ,r ; \�. VINEYARD VIEW > IN .. r / LIMITS F 100 SETBACK AREA) (TYPICAL) /` ,d �° O �. ,< .LIMITS OFf,"CLEARING / / ' ,.% (Q3 FSETT TO ETLAND / L J NORTH ROAD ,;/`�ELINEATI1bL (BY C.W,f' / '�; ZONE 2 TOWN OF SOUTHOLD, N.Y. 11939 BOWMAN /LAND, USE/ / ! PROPOS , CONSTRUCTION �/ %j / ' / /// ECOLQ <ICAL SER 4CES, / /` / �`` ZONE 3 DRIP IRRIGATION / ,�` f,o FENC�`"(TYPICAL) : / ,'/ /' ,; INC.) (TYPICAL .� / �'t �•` � � ( ;d\ r '/ -� 1 AT ALL PLANTING BEDS r A, L AROUND PARKING AREAS — AND AT BUILDINGS y' / --- of —26.0 ) / M ' / 'r // �' :' ✓°�, / `/ // f �t, SEE IRRIGATION PLAN — .N I / i 1 0 0 // �` � % •` /� /'• � ` ``/ �•.. � SHEET LS2 FOR SQUARE C) to l / '� / / .•/' / / FOOT AREAS /' � o' ,� i "s '` I NON— DISTURBANCE BUFFER f coni erg S\ �/ J' ! / NEAT ESTATE DEVSLOEMENT,CCNSTRtlCTION MANA0EMENT 0" 29 5 FRESH ATER �,/ ETLANDS C.W. '� ,� IRRIGATION PLAN NOTES: 4. / / BOWMAN, ND USE SI„ /` seal ; '4 I / / ro` , , AFFIRM BY NYS C �' /, ' X24.0 ,/ 1 . SEE LANDSCAPE PLANS SHEETS ' yr LETT 6/20/20'18 LS 1 , LS 1—A, LS 1 —B, LS 1—C & LS1 —D FOR PLANTINGS.2. SEE DRAINAGE & GRADING PLANS : � SHEETS D1 , D1 —A, D1—B, D1 —C & 4;`'` o , j —D. CI I / *% / ,,� ,� / ,• ` �' 3. SOIL MOISTURE SENSORS WILL BE a ,r / ,/ / / USED WITH THE IRRIGATION SYSTEM, / ,� /f / I TO WATER ONLY WHEN NECESSARY o i � I f � \ � // issued date description : � , ,/ , / m DURING TIMES OF LOW SOIL �I `� l l / F' r` MOISTURE. 1 7-19-18 2005 WETLANDS DELINEATION z 4. NO MORE THAN 1 000 GALLONS PER 2 10-1-18 STREET TREES,RAIN GARDENS &PARKING AREAS /,� , DAY SHALL BE USED FOR IRRIGATION. 3 12-7-18 ADDRESSED 10-2-2018 / /s' ' % J 5. THE USE OF NATIVE, COMMENTS 4 12-18-18 ADDRESSED 12-17-2018 DROUGHT—TOLERANT PLANTS AND COMMENTS o ! \ , •� DRIP IRRIGATION IN LANDSCAPING IS 5 1-3-19 ADDRESSED TOWN COMMENTS p REQUIRED. 6 2-8-19 ADDRESSED TOWN COMMENTS o , t 1 I ' / / / \ ; / / .` ' i 6. A SEPARATE WELL(S) SHALL BE USED & 212-19 ADDENDUM#1 I / J �` FOR ALL IRRIGATION TO REDUCE THE issued date description USE OF WATER FROM THE SUFFOLK Jsi ,+ N 1 I / /'` /' ,�`/ �/ / ��, ' / `f COUNTY WATER AUTHORITY'S SYSTEM. II / tz /\ ` / / � title PROPERTY LINE � YP.) (WEST) IRRIGATION\,� �. \. \ /' _ ,f� � , PLAN PLAN KEY \ \. \ \r \ 0 40 so a \ . \ �f / ) drawn by: LMY Feet checked by: CFD /'\ ``y SCALE: 1" =20' scale: AS NOTED LS2-A LS2-B \, ,� \ �'/ l E \ / project number: 17106.000 o 0 VC5 CL \ \ .� THE EDUCATION LAW OF THE STATE OF NEW YORK r0 p / / \ - I t r n `-� PROHIBITS ANY PERSON FROM ALTERING ANYTHING Q , '� / F i !. IN THE DRAWINGS AND/OR THE ACCOMPANYING OF A LICENSED PROFESSIONAL ENGINEER, WHERE N / \`o i \� \ \ / , ; / , SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OD O LS2 \ �,/ , r" 1 ="%'f}-I.r `� I '`fir SUCH ALTERATfONS ARE MADE THE PROFESSIONALLS2-C 04 LS2-C j\� rn n i n go rd ENGINEER MUST SIGN, SEAL. DATE AND DESCRIBE a / / \ / \ /\ /,,° , , OF / THE(NYS FULL D, LAEXTENT ECTIONTr7209—T2E,RATION ON THE � DRAWING AND/OR IN THE SPECIFICATION LEGEND: ' ^ i Y r y r ' •.a.,v ,.i ,„iy,..r i.s",." 4<. DE .i f X ,>b �, \ \\\HK l T ► � � 1 ! _ a Y, r i lfr a" a . R , 9• to .<.. .;...,. i:,3s` _ fi.. f 4 6. F MAT HLINEAA TOE OF NON DISTURBANCE a x f'< B CE BUFF R .....,� fit 4h f 'r - o F., J� f: Ne 'L "x' f Ira:; r c. �r a( , 2 v �,3 / 9, f s SWALE tpi r / gar P .A KIN f„ i T.. r� 'Lni L a {� .i; < / ,. ,/., 'h., ,' .,..,,. � is <'/..,,�:�':'` '> r ,' �,• / : ru A yatai'i'.,, K A` f 2 1 s +I. r t i' , t f sf : f a , BLDG. 7 / rr r T E D �rr, 3 It Whitman v' 100 a hI man Road Melville, New York •tn.` I I *'^v r 8F � ✓ �� of/f,d a^ e �• r` // 1747 .I 1 F Y% i „fr r rJ ! p tp,b ,r A fa "4 t.'''v.✓c. 3 / jj f Av .. Y Phone b31 300 101 - 0 IN. FLR. / r'y ,?.'�'�'�%'�$$`, rg „'/.,yam.., sr,"' ';:r+i, ;4'a i, ►' a• ,. y ` a owner/developer; �,,,✓ �" ,� ,r�` ,�`' CONIFER REALY LLC 23.2 ,r` r .� IRRIGATION R I GATT , ' / ! , ! ,r ON PLAN NOTES: " 83 E.Main Street Suite 600 , t ••5w r ;r;y !` s r'a w Rochester,N Y rk 146 4 � e o 0 ;.i r `h r' 1 J/ SEE LANDS CAPE PLANS S / HEETS ,ba rl raa' a vnm ,rt f^ .'i" ,%'moi%; ► ff .9 b / / LS1 L ", S 1 --A L e 3•yy°a, 6,<�;.;�x'�` ,,, �»-.:w;;, x4" s.r. �' ,�`' ,r` Site/Civil Consultant r • . . -�..r4: -;:��":. �' ��;:,; 'rR LS1 D FOR PLANTINGS. . t ,. . z:.:,.�., Sr`':,, `>.s� "�r� ,3fi;; �':�°°s`,`.r',.`,^:',, „�9,A�' /3, L„"r' b �"` s•✓ ! a : ,,; �'' ♦ 2. SEE DRAIN t,:•- g�•` ,�,; � AGE & GRADING PLANS N fi j s 4f 3 r' d t�"ar ,y� �''•< SHEETS D1 D1 —A .v • ',:fpr, .�}.xe.,'r,,, ;rz >ti7',",,';*;*s"��,":,� ',r rar •• $� /, ` 3 SOIL MOISTURE SENSOR ''„ r SWILL BE rr� "W�t � 4 , 'f e Y<` BLDG. 5 �h s'l ZONE 3 . , (TYPE A) � • r;�w„��.<..�: „ ,a;�:�.<: �:;�� :� .�;.,, M, ° F° f/ USED WITH THE IRRIGATION SYSTEM, f � y 6; fl ' y : TO WATER ONLY WHEN NECESSARY l — i' L K McLEAN ASSOCIATES P.G. F IN. FLR. EL. — 25.1 , DURING TIMES OF LOW SOIL LONG ISLAND NY ,;> MOISTURE. 437 SOUTH COUNTRY RD., P r ,O, PROPOSD� SI F �' LT FENCEBROOKHAVEN, NEW YORK 11719 4. NO MORE E THAN 1 000 A G LLONS PER TYPICAL Tel: 631.286.8668 DAY SHALL BE USED FOR IRRIGATION. LIMITS OF CLEARING) / f rrkji THE USE% E OF NATIVE TO F f// ! J ,,, SWALE \ DROUGHT—TOLERANT PLANTS AND • , , r z .9y `x A r' r , eche , P DRI IRRIGATION ON P \ !/ I IN LANDSCAPING IS s`K �. r / PR � 3, ar / PR (�'' 0 'SED CONS -RUCTIONT REQUIRED. -r VIN VIEW VINEYARD IE Ej (TYPIC ! 6. EPA F TY IC ( WELLS SHALL BE USED A SEPARATE ( ) ED 24 NORTH O FOR ALL IRRIGATION R , - TO EDUCE THE { > , „y „ N ("`• T O NOF SOUTH LD N.Y. 119 01 USE 0 WATER FROM THE SUFFOLK a' F D' ► i COUNTY W .� TY ATR UT , ysr, E AUTHORITY'S S SYSTEM r=j'4'Y m•” AR,T Ahl O � M a ,< - � � • RST REA ER• '� - • . . ' . • , , • . ' . ' . �'" ,' ,� � , r` r _ - Z605 FRESH ATER ,/ 1, •� ,, ''r,q, � • • � • , � / /,.r B �/YY LAND/USE C.W. f ETLAN OW AN, LAN SE ESI„ r/AFFIRMEDABY NYSD X7 xxx -� / LETT,,ER 6/20/ 18 �' r s`� r coni :er*(1s M[AS I$TATt D[YEt0tNf NT•CONSTRICTION!MANA4t MSNT LIMITS OF AIN — GARDEN � I / / / o r ZONE 3 ; . . \. . ,r f'" � � / � „a...�••.,.._,..., STQ0MWATER / /f/' �o�r' / ' ' 24 0 ! REfEN`(ION AREA /� /• ` RAIN GqR seal j •' ,',, / T. / - . ✓ ' J / J/p> ! 'i \ -+0- `•►'S WqT `/�j q"r ND �`� N ARE \ EL C0 0 W • / PJ /W Issued date description •°1 z °/// / / �' / /005 FRES14WATER /� / 1 / ' ♦'' , 1 7-19-18 2005 WETLANDS DELINEATION WETLANDS BY C.W.- 2 12-7-18 ADDRESSED 10-2-2018 o / f ✓-` / BOWMAN, LAND UE ESI„ fr` Q COMMENTS AFF MED BY f�YSDEC �' ,� !'Fr ' / ,'' 3 12-18-18 ADDRESSED 12-17-2018 LJ �` ,-� '/ ' LETTER 6/29/2018 �r` /' ' ,' !' /' % �' COMMENTS / � / / 4 1-3-19 ADDRESSED TOWN COMMENTS 5 2-8-19 ADDRESSED TOWN COMMENTS !./' f•'rJ \ .''` , O Q r f i / ! \ ,,' , ' / !/ r `�C/ ,/ & 2-12-19 ADDENDUM#1 o ' %' / ! ` , '� /" j! /fR / \/ LIMITS'`OF RAIN ;? r�° ". ! j GARDEN /r , f r ! 'f / �' r STORMWATER ,�/ f,/ f/ ! ,,FI' issued date description / / � ETENTION AREA .' --- —7� / ! LIMI OF 100/SETBACK X / f'''� J / ' \ FFSET) T WETLAND. ' DELINEAT ' N (BY C. BOWM� –LAND USE ECOUVGICAL SERVICES, r ! \78 ,�'' 'NC.) (TY�61_)O-Z ' title tj ,, ,' r r \ — / „�` (SOUTH ) �.� � f. IRRIGATIUN P 41 41 PLAN KEY - Ir/ _ , �. //f / \ / 0 40 80 >`L' ff' l </ , / —•' / ✓ fr F@@t drawn by: LMY _ PROPERTY LINE (TYP.) \ \ �` � �t — checked by: CFD o \ / / /% / \ �• ; \ �f — SCALE. 1 —20 ' scale: AS NOTED E a LS2-A LS2-B o , \— .� \ ,'� /� o00 // \ project number. 17106.000 sheet number THE EDUCATION LAW OF THE STATE OF NEW YORK O O \ — Lf.Wr. r��C PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O / 1N THE DRAWINGS AND/OR THE ACCOMPANYING p LS2-� s/ / /;�'v' r ` OF A LICENSED PROFESSIONAL ENGINEER, WHERE V `J`.V// / !t OF SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS2-D • LS2—D _ � �. > ---�---'e ® ., s�;t s #l u'>1 n SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 4 f r� * V<.nrin Ln=--d ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE r ' ( r - '�►. j' r+' �� THE FULL EXTENT OF THE ALTERATION ON THE Iy / DRAWING AND/OR IN THE SPECIFICATION p TION 72D9-2) (NYS ED. LAW SEC IRRIGATION PUMP DETAIL NOTES- 18-24 COILED WIRE 1 . THE WELL(S) SHALL INCLUDE A METER 1-1/4" DIAM. WELL CAP BLACK POLYPIP NSF 100 PSI ELECTRIC TO WELL PUMP WATERPROOF CONNECTORS (2) TO MONITOR THE USE OF WATER FOR GRADE TO BE SLOPED AWAY FROM WELL REMOTE CONTROL VALVE MODEL I R R I G A TI 0 N . A REPORT OF THEWATER TABLE '- NUMBER OF GALLONS OF WATER • DISCHARGE 'f w rade PIPE ICV—XXXG ACCU—SYNC—ADJ PITLESS CLAY / SAND USED EACH MONTH FOR IRRIGATION 1300 Walt Whitman Road,Melville, New York ADAPTER FINISH GRADE MUST BE SENT ANNUALLY TO THE Phone 631 ID 4" DIA. PVC WELL CASING PLANNING BOARD. owner/developer: CHECK ® STANDARD VALVE BOX CONIFER VALVE °"PE 2. THE PUMP FOR THE WELL( S) SHALL 83 E.Main Street,Suite 600, 40' Rochester,New York 14604 60' NOT CREATE NOISE THAT MEASURES MORE THAN 5 0 D B AT THE NEAREST Site/Civil Consultant GRAVEL PACK SCH 80 T.O.E. NIPPLE MQRRIEGRAVEL MAIN LINE PIPE 8c FITTINGS RESIDENTIAL STRUCTURE. r F1 1171 3" DIA. X 20' 304 STAINLESS STEEL SCREEN 3. THE PUMP F O R THE WELL(S) SHALL I_S1.U V SUBMERSIBLE PUMP MODEL# NOT CREATE NOISE THAT MEASURES GOU�ORAS WATER ATECFHN OGD R BRICK S U P P O RTS (4) �m I. APPROVED EQUAL 3 4" MINUS WASHED GRAVEL MORE THAN 5 0 D B AT THE NEAREST L K MCL AN ASSOCIATES, P.C. NY RESIDENTIAL STRUCTURE. LONG 437 SOUTH OUTHISLAN ' U COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 PROPOSED WELL DETAIL PVC SLIP UNIONS N.T.S. MurftV IRRIGATION DETAIL VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 77 1 . 8 2 _ ,7 ° PROPOSED VALVE BOX MODEL# VB-STD AS MANUFACTURED BY ' R RAIN BIRD OR APPROVED EQUAL. con e r *$At OITATI OEfELOf MINT,CONITOOCTION/MANAOEMINT 1 . 08 TO PROPOSED --+-- FROM WATER SERVICE --►- IRRIGATION _---^ ® seal SYSTEM AM — — — 1 . 38 ( PROPOSED 1 "0 100 POLYETHYLENE NSF PIPE " 3 PROPOSED 1 0 -. 0 0. 40 100 PSI NSF ``�f�:,�""• w._. ,a',' ,,� PROPOSED DOUBLE CHECK VALVE 0. 45 POLYETHYLENE / o MODEL #LF007 QT AS PIPE C MANUFACTURED BY WATTS OR o APPROVED EQUAL issued date description rn 1 12-7-18 ADDRESSED 10-2-2018 LSI 2 1-3-19 CO MMECOMMENTS 12-21-2018 TYPICAL DOUBLE CHECK VALVE DETAIL U N.T.S. 0 I O O O co O MP ROTATOR issued date description r N 10" MIN. CLEARANCE FINISH GRADE FOR DOOR OPENING a v o GEl i v �- HUNTER PRO-C CONTROLLER C •21 MODEL PROS-04-PRS40-CV a 0 rn title • ' paw IRRIGATION o SCH 80 NIPPLE CONTROL WIRE IN ELECTRICAL DETAILS N - CONDUIT AS PER NEC CODE C: I" PVC STREET ELLS (3) a • 41 a 3 LATERAL TEE OR ELL 1 v z� • Q LATERAL PIPE ELECTRICAL SUPPLY CONDUIT, drawn by: CONNECT TO POWER SOURCE. J BOX INSIDE CONTROLLER. checked by: CFD o scale: CL AS NOTED tV �F L- � .. '; project number. 17106.000 O S_L,u:ic)cI Twvn O p PRO — C CONTROLLER DETAIL �------�--- °' SPRAY HEAD W MP ROTATOR N.T.S. Flunnin0 E rd sheet number SPRINKLER THE EDUCATION LAW OF THE STATE OF NEW YORK 0PHIBITS ANY PERSON FROM (V O IN DRAWINGS AND/OR THEALTERING SPECI , UNLESS ITS UNDER THE DIRECTION N.T.S. OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O SUCHFICATIONSALTERATIONS ARE MADE, THE PROFESSIONAL LS2-E ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE LN DRAWING AND/OR IN THE SPECIFICATION THE FULL EXTENT OF H AL (NYS ED. 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K I +aT +4,1 10 I- - 4 +0C ,+C-�'.�.'4 / / / / ;-, - LUM(URE.AS UANUFACWRED BY �T-. ,__ I I ,,, , �: V 6 +05 +04 0. +0.3 +13 +1.9 +04 +as +1.0 +0.2 +03 +2,0 - 8 +A +0.3 + .,+ � /' / ,4� . � ,-4" �,// I I +0.6 �1_- +01 +1.5 +2 2.i 2.8 +aS . - - ,70.0 70.0 / % ANP UGHIING,MODEL/ , ,.��, :-': , 'IR 7 N - .- +0.7 +2.3 +is +03 +0.7 +1 13 +C'S +0.2 +0.0 +.4 a 10 +aO +V�'.'+6`.o.'.",4. +0.0 +W +0.9/ / / / / I'll- F-D-T3-30K-PC- �11� .t:, I_1, \ , .",,,�,, '2�-O,, • ) +1.2 a I 0 1 . 29 +1.1 +as +aS +IA 4 1 too i,uC...:,4 \� ,J,I, ,, , /e'. 1� +CA +12 + 7 + , +1A +OA +0. - +0.2 11, , " , / / / / ��ii_C,M_ I - • , / ' � +0.0 / I N- -)) - (50 +0.1 aK +03 e)2 +0.8 +2.1 7 ' ..* , , / 0 I�N, .0 .Z +03 +" +0.1 +0,0 +04 1 +13 +01 +01, 2 �1.7 + __ �b,�. .. / / ,/11 27 Pr 1,��,"(,,"_ ---------__� "I 1'�,? I T I O" k. +0.5 . +07 1 +02 +0.0 +0.1 +as 101 0.3 � ' 0.3 ---:4" mo +(7+. 7+01 / I ,�,N, ,", .� C P,;AA) I •-+ao %0.1 +0.2 +QA i +01 +07 +07 + - 1 +03 + 06 'Cs +0A +1,2 � 2 +I -,- __ / , % %, � ,�--_,I,,�,0;�"",��;'�',",',.'-,,,�`,-'� t el CA 0 0.5 +0.6 9 +06 +D, 2 +aJ +0,0� +0.2 +03 +3.1 +04i .. +. 3 +02 - .3+ 1 -_ 5 4 +ao .-, + +0 / / / ** - . ,,L I - Q ,,,',I• +ao + +0.0 +07M +aI +0.1 +.5 +O5 +0.6 '+a, a 4-0 Q +01 0 "�l H'IA+C +1 +0. 0,9 +1.a -4 3 +as' +0.1 +00 +ao +0A H_ ,-_ / !7C.:, // •/ , 'I" /" / / / % , -,, EL i Z11+ +03 +0.2 + 0.7 PARKING +a 0.1 .I -t-al 1U.1 -T I 6.e I Q.. +0.2 +0.2 IS 0 +IC 0.6 +0.7 +12 - A +Oa +aI +0-0 +aO +ao +aO +a- - + +0 �7 I / / I I I k +OA +1,7 +0.8 +GA +02 +O-I +0 +0 +ao +aC - , -2 +115 +'5 +./+o,o 0.0 / / / ;�•�� 1 1-14Y , /01111 - + 0 #_0 0•+ao+0_0-Hi�0.0 +04 +0: +0.2 +a aT 4 'I +0A +01 +0A .0 _� +1 , I 9 +0.7 /+ao 1, I/ / I 7issued date description +0 +02 +0.2 +0,1 +03 +0,7 +1.1 +.� 0.3 +aT +a +C.7 44.2 1 12 A 11 +0A +10 +aO +OA) +ao +ao +ao / 11GN* 0.0 +. +0C +aO +00 10I- +0.1 . ... 5 +1,7 + 7 +03 +02 +0.1 +01 +0.1 +aI +aI +0.1 +01 +0,0 +01 +01 +i.o +0.2 +017 +1.2 +IA +.0 +0,2 +O,i too +ao +ao +0.0 a, +ao/ too too ao / / / / 1 41 +C + +0.3 +0.3 +0.3 +03 +0.3 +03 +0,3 +02 +02 +81 +0.1 +01 +01 +0.2 +0A +0.6 +I-I +, +ao +ao +00 +0-0 D +O.P/+O.o +0,0 010 // / / 1 2-23-18 TOWN SITE PLAN SUBMISSION = +0.0 +0.0 +aD +aO +00 +0 + . +0.3 +2 .4 4 , 3 +1,3 +1.3 toy +1.0 42.1 +24 0.5 +ai / (Jr I +O, .1 15 .7 +&T +0 A +06 +05 +n3 +IL2 +01 +01 +0.2 +0,3 +04 +07 +1 I +aq/ too too oo / PROPOSED DECORATIVE HEWY * I . + o +0+0 +ao +ao +ao +ao +ao +0 FIBMgi I +0.2+0.5+07 �z IIA+1.1+aT +05 + 8+0.7+13 to +IA +1.3 a +74 I 0.2 F94 +14 *0 3 '& 7 +08 te +1.7 +i.8 II +0.6 +1.6 +22 + 0 a +00+o,o+0 +ao/ +ox/+a.o .0 / /_ / /11 /// / % WALL POST MODEL 2 4-9-18 AS PER COMMENTS FROM TOS 0 � +1,: +12 +113 +0, +0.7 +It*- I "_DW14.1811-CCSI502-41 AS - LL-I +Of +0.0 +00 +00 +00 +0 I A +0 I +05 +oi , --7!�--,,.,,- , / % ,1 MANUFACTURED BY ANP L)GHMG + , +I.Q0.7 +0.5 +0 +i.S +2A +2.3 +1 I. .4 +1.11 I �4 43LDG.7(TYPE I +ao Fao +00//+A OR APPROVED EQUAL I + C I+0.0 +0.0 +oo +ao -+O.o +0.4 4 . ___ 4.0.1 +09 +).9 + +0.9 .- +0 D) / _17/-�, // 7-19-18 2005 WETLANDS DELINEATION 0 I • +oA 71 . 1-1 ,__ .1 I I I 1 3 . I +2.8 +IS 0. �+MJ ,+al�,.'+a3l +0, +I 9�- +1�3 i-9 +(PARKING LOT 4 0 + g +ao +0.0 +ao +0.0 +oJD +0_3 al,+0.1 ,. '.'I�71 .7 +0.("_ . I +2.0 - FIN.FLR. too + / I / / / ,-�" ,///-- z I - ',.4:- ``e. " 0.2, 6 '. +13 +11 � :�."--lb. .t .",.. .1- � 11 EL, I / , I +010 +0.2 � ,, :. -I . 6� ..I, +, , +1,'f +1�1 +&S +1's +1,0 +0.3 +05 +IA 13 .7 23.25' +ao ;�7%/,.`. 0 a. 0 / / / , � / %% - - 4 12-7-18 ADDRESSED 10-2-2018 TOWN LJ +ao, 0.0 +ao +0.0 +0.0 +ao I .. . . I \' +W. %'+O / / / ., , . I . ,\' �--.4�.+Tnc�::-, -- . - +ao A +0.0 010 I . . , +u I / / - .0 .. " LL. I +0.0 +aO +O-o +0.0 +0.0 0.0 al +oo.-*i-01:, .!a . - 4 +01 -',+?;,"t.,01-1�,�:-,',�,;; +IJ +2 �.. +I - 1,2 +OA +0-2 +017 1 , � / / COMMENTS ,,, , . 11 � + I M 3 / Q i �o . _,-_�:_+I"'..��:...,-,., .:. %r . • +al 02+0.1 +01 +0.2 • Ill . 0 _%� -0.4 1%. ''- . .. � ,.1: * �.s 1- + +0,0 +02 +os +1.0 +0.0 +0.0/aO +7.�o/ / I// / / 4 I +00 0.0 +&o +&Q +&C +o-O +00 +0.0 .. 11 - .I +Do to, 'Vo �*00,".,fol +1A / / / 0 'Pzj, +ao +00 +O-O +ao +ao 0 +ao mo-,:,+�D.b •- - +ao +00 :0.0 +��+ o.it,:0.1 +0 +0 . . 1. I , 6 0 ,*Do �ou �Vw / PROPOSED 2 PIECE . / / .60:'I'+041-+OA - +aa +0,3 +02 +aS +1.' I /% DECORATNE WRAP AROLM 1 _+6. +0.1 +00 0 1 .. 1. M - / "/ .- / I/ 11 - BASE BY AW WHntr 5 12-13-18 ADDRESSED TOWN COMMENTS --* ": 'tal +03 1 , +oX +a ... . on ��, + too ,0400 C. +/. '4 +0_0 ,+Co'" + 6 � + ; +04 +02 +03 +1,2 , / / +, a, I, + I _�_a � - ., , , I-0 ,+ao . I 0 1 i h +00 +00 +04 11 +01 y�(: +-,+�C, , . 00+ox +0.0 // / �/I / / . / I +C - +a- +ao 0.0 +ao , - I 61' -/ +ao , / / I / 04C 0 O.:. 7 .. / +0�)//+0.0 , / . +o,o too +00 to A o +4 1 t6 11 - --0 +0.0 +ao +0.0 + + - +01) +0C + , ,/+.,�, +ao/ +a. a. ,--.0 •+ "+M? -1+0.1 I + BLDG-5(TYPE A) -5 +03 +0 2 +06 +2.: 0 1 '= / I I / / I/ .1 6 12-14-18 UPDATED WALL MOUNTED FIXTURE I., too .0 +0.0 0.0 ., 'j. / I 0 0 o I 'o/ , , 4 +ao +ao +0 -1 ux 11 I // % V- I + 0 +.0 +ao 4-0.0 +0.0 +. ao +0.0 .0 +0.0 .o I I +.00 00 / ol/ I..I - FIN.FLR.EL=25.15! + i+0.9+0.5+0.5+0.2+0.2+03+0.6+1.2+2. +1.5 +0.6 +0 ,+01 +0.1 + ,0`_"+04 00 / / 11 LLUM I / I/ % 0 CA 11 +0. 0.0 0111 +�o o + + + ..7 +ao �ao +0.0 00 + +:"+ C7+ / I / . ///// � __� :C+ +-op, NO I I ZTION'4� C +00 +00 .4 0.0 +0.0 :\ .0 +0.1 �6� / , / issued date description r- 1%, -ao +-0 4-0.0 +0.0 +0.0 +C-0 +0-0 +ao +ao +ao +aor4r�o a +Z1 +079/+ao F&D 0.0 +)r/0 +0 +0.0 0.0 X1, OD 0+0 / EX IN PETW EN " -.4 ' C"'. 00 +0. , +0 a , + I +1.0 +a3 +O-3 +1.1 'ZI� +1.6 +0.3 �1+45 +02 +0.1 %ral +0,0 / I OF -/ I / , � I +C. .4 +0.0+ 4-0. +0.0 +0.0 +0.0 +0-0 +0-0 +ao +0' / V to/ / METRIn / / , PROPOSED Or DIA,X 12'HEK*fr / AN7 1_1� -Z I I C 0 .+aO +0.0 +0. +O,0 ... 0.0 4�9.'O"� +o +. 0.0 7`0 +0 +ao I-00 ,,4.o + -\.-.+\ . +2A +O-7 +02 +0-5 +1' +1's +as +0.5 +0.5 I 0-3 ---- (_ __ , 0 1 / I/ 7.E1 1��Is/ / / I / PLASTIC SPUCF BOX NS7XLEO V 7 12-18-18 ADDRESSED 12-17-2018 TOWN 11x +O. 0.0 +0.0 +0.0 +ao +0.0 7+. ,( / A( / I / � 2'MIN-24' U) a 00 I:+/+ 0 +0 +0.0 + - __ + +o.q +i.i +as +02 +a +U.0 11yo ,to-P, .1 NE, / / / N " I BELOW GRADE ONE PER POLE- COMMENTS 'o 0 + ao / 0.0 ao - 0 / / / / I/ r -, I 0.0 +av ,/ .. +6 +o.V �\\_ +0.1 +0.0 +0A 1 "/ , ♦ M k +0 +ao +0.0 +00 +&O .0 +C.o 0.0 o +0. +0.0 .0 +ao -, / // +.0 +aq/ +0 +0� 4 7 +1A +0.3 +0-2 3 c;:a + +0.1 .0 / / / I� '. 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PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 C) %��,./ / 0 / I __ :1 '!'A IN THE DRAWINGS AND/OR THE ACCOMPA"NG ,. rFQ SCALE: 1"=50' _ 11 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N7.n, ) ,'i�J::- -��III,E__;_ �IV ,i� �:-.__,,11,I ,\" /'JC A/IC; J EOSI0 <�) I 11 'A 0 50 100 I SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL C14 I- - I Q C, i ;;;� W94 I Feet "�,��, 1\ 11 TYPICAL LIGHT BOLLARD DETAIL THEENGIFULL EXTENT NEER MUST SIOF HE GN, SEAL, DERATION ATE AND DESCRIBHE E LT I -0 � I .If 0) I DRAWING AND/OR IN THE SPECIFICATION LZ <� N.T.S. (NYS ED. LAW SECTION 7209-2) , I . CONSTRUCT FULL DEPTH RIGHT TURN ARROW ASPHALT ENTRANCE MEET EXISTING ASPHALT _ 96 LF CONCRETE CURB TYPE A (ROADWAY PAVEMENT SECTION, STOP SIGN TIP-UP CURB ' ll - RIGHT TURN ARROW SEE SURFACE SCHEDULE) 47 LF (PROPOSED) " 24" STOP ASPHALT TIP-UP CURB AI SIGN TEXT DATA TABLE MEET EXISTING CURB LIPAIS BAR LIP A16 E (STINGi"n, C IC i 43 LF CONCRETE r I I 0 0 OF H. �f�2uLVF R w - ASPHALT CONCRETE P EMENT CURB TYPE A SIGN DESIGNATION DESCRIPTION SIZE OF SIGN MUTCD N0. C L R TYPE of D w w (L X H) BKGRND. LEGEND MOUNTING W w w w w w w EA .• .• — NORTH ROAD C.R. 48 S1 STOP SIGN 30"X30" R1-1 RED WHITE S.P. .� —� — _ �- w — _ _.._. W _ .. .__ __., Wait Whitman Melville,New York 1114111 III, 1111A 1300 a an Road, a e, e o * 11747 G G G 631 300 1 01 0 „ :, ,,".,:_ " . ..v,f. ..,.... ,,:1 _... {..,. II, - --- -- S2 30"x30" W11-2 YELLOW BLACK G.M. DGf OF Av NT_ PEDESTRIAN CROSSING SIGN _ EX. one , -<,."-•�F:,' owner/developer: er .,.., . a. - .. „ ,,:.:,,,."'' ,:H...',�-:s S.P. M, '' : . 24 " " CONIFER REALY LLC x12 W16 7P OW y YELL SLAC K ';Z!4 N W§ 83 E.Main Street,Suite 6 0 S 0 b:,'` +:"' .£'" ,', Rochester,New York 14604 y'.. °-%-.�{,",, :. .� ,. ,.. <r; " S3 ACCESSIBLE PARKING SIGN . I . . 11*' , . ' ' . . .. . � . , .. . . . . . . N EE DETAIL ON THIS SH �' j,, , s./ (!7 ,` Site/Civil Consultant 1 A ,,• • ... ,. . . 4F , :<r N 5 8 4 41 - - I . NO " � . . . I'll , . . . . I I .. '' : ,,�;(�,� , I , .R. 0' ��:gid, , . . ! 1 -'"0. -7 � . . - ,/ . , . . . ,- -.fy,,,Y'e' ,�rrr i.' 1 .. I ,tr: lJy� rss. I . . '''L: - NO PARKING ANY Ti ME ).-. .. PARKING Y .rh<. 4 I . . *4 k, S4 » IT 12 x18 7 WH E R 1D ED 3 R P a FA�� ', `"..py' ,¢ v. .. ;', '1 ANY S.P. ""` .lei .''J .. a z 1 Jyr, TIME q � • ' ,�;� , �,�':`> �.:,:e:' - PROPOSED ' • . :; . � ;/,,,, CONSTRUCTLON ` I It <111111111111111111 ° ,�, f ,, . , a . ' . W/` . . „� FENCE �. � :. ':�.? ..ry ; / " 1112"� %• - , — - L K MCLEAN ASSOCIATES P.C. '' .;' , ;,;.L%1, LONG ISLAND, NY < ;:>.; g�'1 ' 1 � : . •I. ,i r. 437 SOUTH COUNTRY RD., "VINEYARD VIEW" SIGN CONSTRUCT FULL DEPTH Z Z >� 0 40 80 eeo 631.86.86 8 YORK 11719 (SEE DETAILS) ASPHALT DRIVEWAY (SITE PAVEMENT SECTION, SEE SURFACE SCHEDULE) SCALE: 1" -20' NIIIEII I' �" �� 4* (TVP.) VINEYARD VIEW S 23734P2011 E - NORTH ROAD I. I DOUBLE LINE — FULL BARRIER TOWN OF SOUTHOLD, N.Y. 11939 I 75" r / R=40" 36=- Y E L LO W �. � � d / � 4" N.T.S. I r 3 I / /r ,/ 4 SITE LEGEND• " 2" 4" (TYP.) u sr / / /! 2 3 SOLID LINE (WHITE —T ,v: PROPERTY LINE o R N.T.S. %=' 'x' <;'. . 1 ) .'. �Q ` ✓ , j..".' yri a/ PROPOSED 0 t r':(. ,,II t.; <;x �: _ � — D NUMBER OF PARKING STALLS T f �:, T 3'-0" (TYP,) �.: \.:.;'.: 12 -�1 �12" NOTES:ff N 24N . LOW :�: : pp / ?'. ! n }• 1: •j�;;. - :� ,, � 24 1. ALL PAVEMENT MARKINGS SHALL >> PROPOSED ADA HANDICAP —ITT,f 55 I.: / '•.. "\? ,+', ..':•.::,''.:''.'.::''b:.:• :..'. '. ;',.;'',.' 32" 45 BE IN ACCORDANCE WITH THE j:'•. '... 'I':. :' ' :; ., k` ;'` :•::,..a:•,:'.;<:-:.:-:-.:.:...... :.. :'..:.:::'•:...,:.. ,. ,, P_,� ACCESSIBLE PARKING STALL t2"--I (-- t2� FEDERAL MANUAL ON UNIFORM1I .1 E �t2" ) TRAFFIC CONTROL DEVICES do �' .'''.' 1 : .:. ..< � .•-.•..''.';•'.:. ..'.'.::...',•,.','.:,�.'•.'-,:.._'': ., '.'''::'.: :':'•: , N THE NEW YORK STATE 1 .. .CC$.':�. ,-,J::'- '_ : ( . .',�/: s:: .70 : '. / PROPOSED ADA HANDICAP �12 STOP L1 N E SUPPLEMENT TO THE FEDERAL •I- I \T �, 1 ,' �� ACCESSIBLE CROSS WALK RIGHT TURNING ARROW ARROW CROSSWALK (WHITE) CROSSHATCHING MANUAL ON UNIIFORM TRAFFIC " i :: i. :� { }: .. / N.T.S. WHITE CONTROL DEVICES. coni ,fer ' I:': ',..: :;! :'".' _ ! WHITE WHITE WHITE $� > •..-,�.',•:-:•.-'•.,,..',•-••,•..,'•-,.'•••.', <' N.T.S. TEAL ESTATE DELI tOIYE NT,CDNfTREC TION t YINAOEYENT o g I : I . ::'>` r BLDc., Q ' ' S1 PROPOSED SIGN/TYPE N.T.S. N.T.S. N.T.S. y 2 x I ..... 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I.L.0 . jr"`. ,.*'" ,rA': _ 4 3 BE IN ACCORDANCE E WITH LJ. r% o W�y,� , 1-1 - , y / r' - 2 10 ,,, THE NEW YORK STATE 1 a.� 1 Y' V" e d V ��v I `f �� , z, :'' n'r": e' ` �' .4: n H; i I MANUAL OF UNIFORM 4 trY:' Y�� 4 a'5.., :, 1 5 1 /� CONTROL "'/ ... ' = f t - :. .:.. o. C O M M O N T Y TRAFFIC CO OL DEVICES. o �' b O , L-'' d:v r '.: / P BAR ...... .... .:. o ro <� 2 >s R.::' , ... .. ,,,:,, ., , :.:::.:.:.. =� r V1 - .:.:;.: > .. .. ",:.'<,.'„ ., ,,: :. , ;'. ,,.., .-..: '.:.:..:.::::'i::::tom'.': O i'% X ', _„I, 9 7 -7A� �, r. G08-44 3221 TtY 800A52 r,L" xµpr*- e .'I r; Q {�f 5 `4 .. #I� califefb' .COITI r a, zYL+`,t r 3'sr ^�r c i<:. P ROPOSED ;�r — L_ 1 r 1 2 Mt 1I 'll s:"1-111 -'; — issued date description .,/ b.'+ o p •.qty"<< S 4006 t:- 1, I , 9,v--:--�-�- GRADE4 .I ;r;. :c<n, sa- YM1�.1i:: � 4 % ti , 5/� S1 O I4r..;r� :�J ,Yi,. i/). ,�- ':til-.,'.''•'�';:':,:::.� .j V xtf A. : } I: r r N, K, r T s " ,.r qy r ," C .M':%y;".i,ice' 1 .y i,/✓�mar/dn.� A Y L G. RO DWA :r, B D 3 :AR 1' U ,, a° „ 3 .841 Ec:: �. > ,. , , / .,r.'- / a I TYPE B — R AN '� ) � •:�r%:.".:F..-+ 1 4 1 RIDE P EL v ( �, x J _tc" i:.ndJd, 1'. !` I. y.,; ) `4, �':w t 1- BLD 4 v.. 5 ;%: G. i z'l✓,, ,{; ,/ ". 46JY . .. ..,,, '°Sri%/' /i y .". ✓d'xk'd r:. ,.<..,, ,. .. ,:gyp';.:.: :.;.::''::....::"...•,�,:•. .... ,.. ,J''Ljl'r i >i ?; a �> BLDG. tl, a,,, �;s'zr, B , h ?, d b�L�r'/<f 1 . . . . . . . � n. �. . :;��;�:<:�::�::<::;::.:;.:;:;;:;;<;� :<:;.:;:�.:::'�'::<;:: ';•:;< •- ,: , ,:� " r,. :.•"�;. ,:M' :«: SITE SIGN N ELEVATION L (TYPE D, I T I -�..- O T DETAIL ,u<=,F- �� STOP SIGN PLACEMENT¢g.4 f<�r. 24 .�:xM STOP BAR C x• h 0 I: ;' i;f N.T.S. N.T.S. Y' 9 xr,--- ::. i U "111 "r. E-- s" .�r�yv.,iy��' i�l� z .111� S �' r', ✓. E• L / !: .:'iii:: ,�: fes% r<, ri f '� Ni i °Q . r}, Kl 1n A� �.. x .98� �1�:.4."": i' ..- i f L'' OTES Q� Y/'n 3 f s4"' t' r G // 1+ 4, ,lo: Y' t 3 s'Y'r. W.. �., t rY'.� :N' ,5ft,r L "i xi�, r, . ..ter. ':,r,..i: It i9i , a;'r;'?° 1. SIGN AREA INCLUDING RIDER .. , :': �r �a Y p A N 3 � �{� *�> ADA RAMP o'' fi �t ••z r C '�c" 'N % .rfr...r' ..i , C.lI:II:� PANEL 24 0 S FT. ,1 q.x „T.. Q .kms : , F .. •. x " ..�. r .. .,..:;", „ .. ,.. ... .;'!q;' raj;/ .; -� .'. - r. v;,;, '.r r ,,+ r ,s. : .. ,. .y 1-1 k '/ SE DETAIL E AL / �f r } :P0.,<<. r - r r —_f s P /', O � / / } .^4 ,rmr;,, ,,r, ON SHEET T2 �. 4° r,. i> 33 x;; s, 4 f 1J' / ,. , r title s Y y 3r B. .moi-�''�,-� r I ;; _ C MMUNTY 3r,s. :` O %' LL_ :: - N a "aY r n7 NI. i. �;� E R 8 'f v i �Z :6 C TE ;k,,,,,. ��.," - . , • ,r „ r. s `J r i in is `ice 4 c a y 2 y ✓ a q IN ,T 0 . ,. LEAS G <. : w ,,, (" , �pgq cla" /f 5 '1 KP, s. a 41 1e ;'��r 3 .. O ICE .7 ,iiµ; �, ,r _w r,r° _%-, — r � roa 1 TRAFF1C T w, :::,.w: I. /��'%:`. 0 .. 1 _ ,1;11 ,/. f .. ,:, :' ..0 Q11 .. '�X,.i 1, u %i f. r' 4I .if Va _ N' ii%:"'S � r k q '•; BLDG r / v3. // �y� 0f.. ; �:' ---" _ , /- 0 N`y �U, , �r. 4 :,� �:i' E - . ., " /� 111 " h.E V • .. a .r r' , W i , I -�' SIGNAGE PLAN r" 1\ F' t'� a fA fir, >. \ \ .' ' . ., �' � ,�"/,�,'�-,El-l��7l'ICIII,�,?"L,/,",�'llI . , . '1V/'1.'1, I ,. 1, - :16 ..-::. . �-.� , ....Q .. .:.. '%%'%. -0 < * .. ....�..�...:-.,. , , .. ., C 0 . :-� - . . . /; , _ " .. _ r'sa '0,�, '" . .,,..-. .: . , " , , ._ , - C v " - ` ,� �= , J — 'z :�. :- ,, 04 \j ,/ / �w� B 4";�' BLDG.N .. r/ 3'4 � � �! r / �,.. \ L ;i:: .,.� .•-. Jar / 0 > / PE A / �— ) e � tn' 1 a' u, r� Yf... v, 1 N s \/ I Y�. xi',./4 '�: �, ,yam+ J/,f/ f �J� -v / ,;� C S ALK MAR NGS. \ � ,: .: f: ti 6 v \ ."wr : f� :' / I C 1 x.' R ri B C / / r.�r° r w nb a• .ice`,:,,' Y da Y u d ','�/ 'fir,_,. II \ p Y �� / / < o checked b CFD /r I—,.�n 1. 4) I / , / % i o / > 'j,.. x ��' R - - - scale: AS NOTED C I / / / - ' _ v / / I — ,, � r r '� .� ' / / b PARI,t'ING '� project number. 17106.000 o a z a) _� Iq1 / H TH /MAR'KIN( SS -- [_�U��"�,C ,_i - . J� /> / / /� // / f ,+� /� f / / ✓ / f ✓ / X �,/ _�f f r ✓ / / �a 'rl � /.--. r., .jr1 0 100 200 u sheet number V-- 0 PROPOSED PROPOSED SILT FENCE THE EDUCATION LAW of THE STATE OF NEW YORK N o CONSTRUCTION (LIMITS OF CLEARING) Feet IN HED ANY PERSON FROM ALTERING ANYTHING r IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS PROFESSIONAL UNDERENG( THE DIRECTION TS N 0 FENCE (TYPICAL) (TYPICAL) SCALE: 1" =50' SUCH ALTERATIONS AROF A LICENSED MADE, THEIPROFESSIO AL ,a � ENGINEER THEFULL EXTENTSIGN. OF THE�ALTTERATIONAND ON� IBE THE I! / DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) ( 12' 1 SIGNAGE FOR ACCESSIBLE PARKING GREEN BORDER (3/8') AND LETTERING (2' HEIGHT) RESERVE 5.0' PROPOSED • LANDING ` REVEAOI ASPH. PAVEMENT PROPOSED 2ss 0 SCH. 40 POST WHITE BACKGROUND AND WITH 6"0 SONOTUBE, ENCASED 3/8' MARGIN DROP CURB 1,5' 18' a CONC CURB WITH HYDRAULIC CEMENT (TYP.) PROPOSED LAWN AREA T"= BLUE INTERNATIONAL WCHE'E� .01--I--4.0' (TYP.) SYMBOL OF ACCESSBBLL" STOP (TM.) �� ,�k""7F.J�' 4' (,� 4' (�, NOTE,• SIGN HEIGHT SHALL BE SET TO MAKE IT CLEARLY VISIBLE PAVBEwMENT 50-019 21'-0" TO ALL PEOPLE WITHIN THE MARKINGS DRIVERS SEAT OF ANY S•, :'s f VEHICLE �� Q 1300 Walt Whitman Road,Melville,New York ' 11747 3/8" GREEN BORDER Phone 631 300 1010 ' GREEN LETTERING , ,.,`T.y. '.y,'z' , , owner/developer: ... ..» ,� .,. . ..... ,:" � ,. ,.. . ' . . ." .... , . •'•-, '• ACCESSIBL WHITE BACKGROUND AND CONIFER REALY LLC ,,.... MARGIN s 83 E Main Street Suite 600 Rochester,N w Y rk 14604 e o A1. - .. ., ., i ., fib. 4 1 1n` ..f 1f 1 .: -T. , K 0 ACCESSIBLEPARKING SIGNAGE FOR cJ T-a 5 0 Site/CivilConsultant °� ''1 piDN `1,'2 MAX. } y " N.T.S. .8 h r _ TYPICAL ACCESSIBLE PARKING DETAIL "moi •t f d i h t�t?' , CURB , y.s ' r=:• ,z,..''� ^ 2'x3' TACTILE DETECTABLE calcwu.Hari: . „ WARNING SURFACE FOR THE 714Ell�raslora oAM SLOPES PRESWED IN 7W��iARE THE UNKM VISUALLY IMPAIRED (SAFE STEP rECEssAR,r To COMPLY wrrH THE ADA Atm DoT STANDARDS. ANY oEvuTlWa 0' REVEAL � OR APPROVED EQUAL TILES LESS THAN THEw►a>,A N1o7tI OR GREATER THAN 4E MAXIIAUM SLOPE FROM ) THESE :...,,;, - EMM PRACMABLE AND CONSISM0 MH THE MOST CURRENT `f�;,. ��'� » .'�::�`�y`"-` y`"••- A��S7ANLI�RDS MUST�DOCUMENTED WITH THE SiAHWRDS BEM MET TO 4 '^��w•�.. �.`,�'-„.�'�'.”, THE GREATEST r L K MCL.EAN ASSOCIATES, P. . LANDING LANDING LANDING�: 2 1: 2 LONG ISLAND, NY 437 SOUTH COUNTRY RD., aoo . o BROOKHAVEN NEW YORK 11719 i-;III=I" o 0 o a Tel: 631.286.8668 DETECTABLE WARNING SURFACE PROPOSED 2"0 SCH. 40 RAIL (TYP.) FLUSH, SMOOTH AS PER NYSDOT STANDARDS PROPOSED LAWN AREA 0 10 20 NOES TRANSITION MID-BLOCK CROSSING CURB RAMP PROPOSED ADA HANDICAP 1 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF TYPICAL DIMENSIONING ACCESSIBLE CROSS WALK SIDEWALK RAMPS. s- w ' N.T.S. (TYP.) 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO PLAN VIEW SCALE: �" =Jr1 PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4' WIDE, BY 1/4' DEEP VINEYARD VIEW N.T.S. ON 3/4' TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE NORTH ROAD CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER TOWN OF SOUTHOLD, N.Y. 11939 PRIOR TO INSTALLATION. SIDEWALK CURB RAMP DETAIL (CONCRETE) N.T.S. N ..:,i•.% ` ,' 1 51_011 21,-0» CONC. RAMP CONC. ADA RAMP CONC. PAVT. LANDING 3,-g O.C. 7'-0 O.C. 7'-0" O.C. 7'-0" O.C. ' 2"0 SCH, 40 RAIL ( yp) � coni er*0AII. Ir PROPOSED GRADE 12 REAL ff TATI!OFY/40fYiIII,CON iTftl CT10N i MAMAS I"I NT (SEE GRADING PLAN) 4" (TMP.) MEET PROPOSED 36" CONCRETE PAVEMENT I-<, M_ ~':a a 4 1 ON X.) Sealvi 1111 n 4 EXPANSION — - � 3 JOINTI % 8" POST EMBEDMENT (TYP,) HAUNCH 6" CONCRETE EXPANSION ` IN 6"0 SONOTUBE, ENCASED (BEYOND) (TYP,) JOINT WITH HYDRAULIC CEMENT . SECTION A-A 2, N.T.S. Ln U issued date description 1 12-7-18 ADDRESSED TOWN COMMENTS L j 6'-4" LL — 0 U 2"0 SCH. 40 RAIL LJ (TYP) 0 5'-0" I o PROP. LAWN AREA PROP. LAWN AREA 0 Lp 2"0 SCH. 40 POST 0 (TYP) f 36" 8" POST EMBEDMENT (TMP.) 3 P.) issued date description 3"± 4�—— IN 6"0 SONOTUBE, ENCASED 12" WITH HYDRAULIC CEMENT o Q 0 FINISHED PROPOSED LAWN E FACE AREA C 6" CONCRETE o (TYP.) U rn SECTION B-B HAUNCH DETAIL N.T.S. N.T.S. •N NOTES: v % 1. CONCRETE 4000 PSI AT 28 DAYS. title rn a� ADA RAMP DETAILS TRAFFIC & N.T.S. SIGNAGE PLAN v 4.1 a� • 3 v v _ drawn by: BRC checked by: CFD o ` scale: AS NOTED E n op LF;-: project number: 17106.000 Q) p:�11llii'n i��. r d a, sheet number O0 THE EDUCATION LAW OF THE STATE OF NEW YORK 0PROHIBITS ANY PERSON FROM ALTERING ANYTHING (V 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS. ITS(b OF A LICENSED PROFESSIONAL ENGINEER, WHERE N 0 SUCH AL ERATIO SNLESS ARE MADE, THE DER OFESStl NAON TS 2 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE j THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) LEGEND: PROPERTY LINE QI ; LOCATION ¢""r ' ,i PROPOSED CONCRETE CURB Q. P 100 =� , ' _;,..,.. - ,;' - -G�ennport' PROPOSED TREE LINE PROPOSED SANITARY FORCE ce for a� 20• BLACK 1 acusT MAIN (SEE SANITARY SHEETS) 03034'00,,, a." 1 • , PROPOSED SIGN she nr;', PROPOSED DRAINAGE LEACHING POOL het '1 1�. hts �. . PROPOSED UNDERGROUNDC) <„ g PROPOSED CATCH BASIN TELEPHONE VERIZON 106,00' '° tt�alr PROPOSED DRAINAGE PIPE r.• '/ ,.w,==; ,� .,, '�I �-� PROPOSED LIGHT POLE ? Nr. 0;::1f` 1300 Walt Whitman Road, Melville,New York - g ,. ' —M--,►— PROPOSED DOMESTIC WATER LINE 11747 Phone 631 300 1010 ,i (:� , v' f —A--•�- PROPOSED FIRE SERVICE LINE LOCATION MAP -T-T- PROPOSED TELEPHONE LINE owner/developer: ro- UUJ CONIFER REALY LLC N.T.S. PROPOSED GAS LINE 83 E.Main Street,Suite 600, --E—{— PROPOSED U.G. ELECTRIC Rochester,New York 14604 �t O BLDG.1 TTYPE C J R 1'0� D /� ` FIN.FLR.EL=23.25 ; LV,C RIC • PROPOSED ELECTRICAL �� PROPOSED SANITARY LINE EEC TRST TRANSFORMER BY PSEG site/Civil Consultant . 1SF RM R --- PROPOSED SEWER FORCE MAIN DUMPSTER PAD PROPOSED UNDERGROUND I f / LU PROPOSED TRANSFORMER ELECTRIC PRIMARY (PSEG) �� ' ,� ,,, � - ',f ,'` '_)Iy D4 PROPOSED VALVE PROPOSED SANITARY V PROPOSED HYDRANT FORCE MAIN i 1 - � 2005 FRESHWATER WETLANDS BY (SEE SANITARY SHEETS) C.W. BOWMAN, LAND USE ESI„ i j =f=F�=�=4- , •, ,� I i xr _ .,.— L K McLEAN ASSOCIATES, P.C. AFFIRMED BY NYSDEC LETTER � \ LONG ISLAND, NY ✓ / j \- PROPOSED SANITARY 6/20/2018 437 SOUTH COUNTRY RD., _ SEWER LATERAL t• EX. WATER METER BROOKHAVEN. NEW YORK 11719 1 i !, t , /PROP0 D ANFTAR , Tel: 631.286.8668 � I � �!� � yF�U C NC6TI �/ �, i � �o /,, (SEE SANITARY SHEETS) pa EX. WATER VALVE —•- - EX. U.G. WATER CONNECTION POINT OF SANITARY LA& . i! , _' • � �_f j � \� � \ �, �(SI�E;E�E`TS, � r�'�/,�/ `,/ ,/' �,�/,/ �,��,/ j' �,', i --K—•— EX. U.G. TELEPHON EBBLDG. EANtTAf MAIN FIN.FLR.EL.=23.25EX. U.G. ELECTRIC(SEE SANITARY PLANS) VINEYARD VIEW ._-� ! �,/ � •- Ex. U.G. GAS NORTH ROAD CONNECTION POINT OF 009, EX. ELECTRIC MANHOLE r f � E, ,�,_, —T — — �� /�✓ �, ,si - �� f� r' , �/ _ EX. TRAFFIC SIGN TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED 4 GAS MAIN �\ EXISTING UTILITY LIGHT POLE EXTENSION BY NATIONAL GRID _ 1 �:' '� .' /\ o EXISTING UTILITY POLE �.. '� � �� j '` r � `�� • K� /�' o-, EXISTING LIGHT POLE '.('£ PROPOSED 4" GAS MAIN BY U I 1 1 �. 1\ �� -•-.- - -•- - - -•-•-• , �' / / ,y . ti_ ,> , • / /' � � J' ® EXISTING ELECTR)C METER P ;.: NATIONAL GRID i ' .J • 1 \ EXISTING FIRE HYDRANT PROPOSED HYDRANT (TYP.) z �`� EXISTING WATER VALVE j ( � �-.^-, • �FIN.F.LR.EA N1000 ; ! BLDGFI.NB F-P ` �✓ EXISTING CATCH BASIN LDG.3(TYPE B)PROPOSED PRIVATE WELL BLDG. FLR. NON- DISTURBANCE BUFFER 23_25'PROPOSED 10 ON-SITE 5' .22 µ' FIRE WATER MAIN 3.25 1 ,'' / of , / '� ,> PROPOSED SILT FENCE LIMITS OF CLEARING PROPOSED 8" ON-SITE ° P 102 .' / f ( ) DOMESTIC WATER MAIN PROPOSED CONSTRUCTION FENCE con , e qw� PROPOSED 12x20 FIRE BOOSTER • MAP ' , // � ,9._i s /°' � / ♦ 1„ IlAt E1/A'TE f)[MEOf YINT,CDNfTf CCT10M►YAM Ai IYiNT PUMP HOUSE HEATED PROPOSED 12" FIRE WATER MAIN PROPOSED TOE OF 8' MIN.8 MIN. I 'Ca– / / /� ' seal ' '� t ,, SLOPE FOR RPZ BERM �/ 20 MAX. •� / ,/4 f l' } FIM.FLR.EL.+•29.0' ' % PROPOSED WATER MLTER 36"31LD£7M1 - , y.. ♦♦ 1Y 4.'ti+v` ,'S`'� ti 't * MAPLE • . ~ ''"' -- •—•--•— BLDG,7(TlPE / // / / /. / -.• ,// / ,,t <» "" + ("" INSIDE OF DT-201 VAULT _ I ~ FIN,FLR l 1 / o /,., _ / 1� / l♦ I r{ 1 Y ' • 1 3J 233,225' PROPOSED 12 TAP ___,•' 3 Iii • i _ i ,� ' /" /'` / /f / , ,v: f // ♦♦ t�,'•' A a,�' -"./` :1/�/�J PROPOSED DUAL 8' RPZ { 5'MIN. !• °, ,�.- i I �'�' �� ./ 1 ;,� /; / ` ;. ,. ,:"; ..a.}`^�-' BERMED VAULT AS DETAILED _ BLDG,6MPEA) ti ,/ /, '- /F / ' E / ♦ "T-` " ' - -' PROP SE R Mi'r-v .s � � • FIN.FLR.E =26. i /.' ♦ . (UNHEATED) ;%'� t�OM ST W` TER i� ,, / ( j /� '/ ('RQ>�'0 �D ,/I�YDRANT P. ' , ' p issued date description BOOSTLR UMf� a / / ! ., / , , ) "% i • ♦ 1 7-17-18 WATER MAIN EASEMENT LINE n / w—•' ROPrOSE NITA S R 2 7-19-18 2005 WETLANDS DELINEATION 0 U , / / ` s a �" / ""e P� iIP/ NS MO �` 3 9-10-18 PROGRESS PRINT PROPOSED IRRIGATION HEAD (TYP.} ! / ,� .J �, } A� '" SEE' S NITARY E S U-1 IRRIGATION TO BE FED FROM ,/ „�/ / °` �' h�, / ) 4 9-28-18 SUBMITTED TO SCWA U_ WELL PROPOSED 10" FIRE MAIN j f �` PROPO ED�1 P IN E S 10-10-t8 ADDRESSED COMMENTS FROM SCWA o "F / f s i o (LOOP) (TYP.) a �} SASSAFRAS '` ! R POSED 1 f;;•' > , - - �- r ,.'`� /, JYtF4 D @�1CLflS EARS - Q z s d�RAs AspgqSg U011/ItJ ,IC HI ".. � �,/�/1 i� / Lam' � , / //DETA' IO. �� fe' / 7 12-18-18 TOWN COMMENTS PROPOSED 8 DOMESTIC WATER W I W °CCP B 33 SET / �/ N /' / / R OSED ,WYDRANT `! / ,f ,� i issued date description i LOOP /TYP. �I I ! ~~l / 8 1-3-19 ADDRESSED 12-21-2018 TOWN (LOOP) ( ) AFRASr / / COMMENTS I SSS / / / ,� /r,• ,� f , ,r J /i" ZFF I15'SAssAFR / / Ste'I DACK E7\ATO ' ,j / vv ,,✓` 9 2$19 ADDRESSED TOWN COMMENTS L , 10'sA s111RAS /' i/ / /�l / j'' /' / / �31 10 2-12-19 ADDENDUM#1 D 10- 12's srAFRAs !' / /// E tANDr DELI N TI / / '� /T I / V 4 10, AS 12'S SAP K�S' ' /� /' /` (BY C V W f / ✓� � ' `' �� ' o UTILITY NOTES: C s- As ! / % / �3 ' /� ' x ! I 12' SSAFRAS i` / ; j •�` SE, COLOG CAL i Q N P 103'. " 6'�SASSAF AS l d SERVI ES,,/'INC4') ` /� �' / i .✓A 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED @ i , f r` _ V DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY CB MAC( SET SASFRA7 ` i I T t' / , � - if , f 2. II ,0) r' ssasF ✓ / ' % / ' ' i / ' f LZ 3. TRANSFORMER CONCRETE PADS BY SIZE CONTRACTOR / s R� 4. SEE ELECTRICAL SITE PLANS FOR ALL WORK FROM UTILITY TRANSFORMER �,/' j C / / / / �/ / / / ✓` ,/ f` / / p� 70 BUILDINGS I i � % /� / `�r ./' ,,1� .' /' s/ � 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE LIGHTING , ` �' /' , , •� /,, �� ,�'` /,/ •� f � �', ,/� ,. \� ,,/ /\ � � / / 6. WATER MAIN – SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN o ;'/ ,✓ ''.` i f` f /'� f/ -' r ° ! ,/ ` f---�" / /' ,f fj / � title In TO METER VAULT) AND METER ON SITE. D` °� i � � S��.�' 7. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ S, RPZ VAULT AND ALL o At� WATER SERVICES ON SITE FROM METER VAULT TO EACH BUILDING i r / / ., r , ✓f / � 8. WATER SERVICES INSTALLED MINIMUM 54. BELOW GRADE FROM THE / ,r r' /' `�..�; ,•� �/' /� ,/ ,p' � ,,f' � >� %• �/ •/ UTI LITY BUILDING TO THE CURB. /� 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE / ,/ ,f/ / �/ PLA N SUFFOLK COUNTY DEPARTMENT OF HEALTH / / ti N 2 0 / !� 10. WATER SERVICE SIZING: 10.1. FIRE – SEE ARCHITECTURAL DRAWINGS 10.2. DOMESTIC WATER – SEE ARCHITECTURAL DRAWINGS / /' // SFj 4,5112 � � 10.3. DOMESTIC WATER FOR THE PUMP STATION IS 1 0 i • � 12Q� 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID a. 12. FIRE do WATER GATE VALVES AND VALVE "BOXES: VALVES SHALL BE (" / drawn by: BRC :3 PROVIDED IN ACCORDANCE WITH AWWA STANDARD C-509 FOR GATE VALVES FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN TO THE LEFT ♦� -'' '' C (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT J(� , _ checked by: CFD ENDS. GATE VALVES SHALL BE NON–RISING STEM, RESIDENT WEDGE i p (REQUIRED WITH 16" VALVES AND SMALLER) OR DOUBLE DISC, IRON r • scale: AS NOTED E a BODIED, BRONZE MOUNTED OF THE RUBBER ENCAPSULATED GATE TYPE. I— ' STEMS AND STEM NUTS, GATE AND BODY RINGS, WEDGING DEVICES, THRUST rn BEARINGS AND PACKING GLANDS SHALL BE MADE OF BRONZE OR BUSHED I I-- "" " project number: 17106.000 0 o OR FACED WITH BRONZE. GATE–VALVES SHALL BE THE PRODUCTS OF THE O n- MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL It ,t Vn CR5-80 RS OR APPROVED EQUAL. It 13. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE sheet number 01 O . ROADWAY TYPE VALVE BOXES WITH 5-1/4 INCH SHAFT WITH SCREW TYPE EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE BASE. Ir- O THE EDUCATION LAW OF THE STATE OF NEW YORK O BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 00 OF COVER OVER THE PIPE. THE MINIMUM THICKNESS OF THE METAL OF IN THE DRAWINGS AND/OR THE ACCOMPANYING DD" THE BOX AT ANY POINT SHALL BE 3/16 INCH. UDS SHALL HAVE "YVATER" SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION SO 0 5O 1 OO OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O O CAST ON THE TOP SURFACE. BOXES SHALL BE COMPLETELY COATED WITH ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE BLACK ASPHALTUM PAINT. SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL U I ,p r' THE FULL EXTENT OF THE ALTERATION ON THE SCALE IN FEET DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) tv PROPOSED MINIMUM SQUARE BLOCK SCHEDULE IRUsT BEA NGAREA ON o FOR RUST BLOCK 5 -6 TEST COCKS (TYP. OF 4) DOOR HINGE SIDE PIPE SIZECAPS, 90' BENDS 46 BENDS 22.6 BENDS PLUGS 12'-0" 8'—°" 6" OR 2 3 1 1/2 3/4 11'—°" 8" 3 1/2 5 2 3/4 1 1/2 OPENING 10" s 1/2 7 3/4 4 1/4 2 1/4 T- 1�ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK 8" MIN. I WITH MIN. BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. TYP• 22-5• p, d- I _ 2. ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. BEND P- D ;D r 00 30" MIN. I I OPE8ING TYP. PLUG TYP. 90' TYP. 45' CC! OR CAP BEND TYP. TEE BEND % f. � � D Q. WAR/ 8" MIN. d TYP. CONC. L- -- - --.— .- _ -- J THRUST BLOCK1 1 1300 Walt Whitman Road,Melville,New York 8" x 8" x 24" L. MECH. JOINT FlTTING 11747 PROPOSED OS&Y VALVES (TYP. J CCA TREATED LUMBER WITH RETAINER GLAND Phone 631 3001010 FOR BOTH RPZ DEVICES) PROPOSED FEBCO DOOR HINGE SIDE PVC GASKET PROPOSED LF860 8"0 RPZ'S OR " p 12 WIDE ACCESS LADDER BILCO TYPE JD 48 x96 STEEL WATER MAIN owner/developer: er: APPROVED EQUAL TEST COCKS DOUBLE LEAF DOOR - CAST TYPICAL THRUST BLOCK CO IFERMaiStreet Suite 600, �' D a•' Q IN SLAB (GASKET REQUIRED) 83 p• , a. (TYP. OF 4) Rochester,New York 14604 v 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. FRONT SIDE OF THE CLEAR WHEN Site/Civil Consultant ENCLOSUREOPEN E LE ACCESS PANEL +' BILCO TYPE SD 48"x96" STEEL = DOUBLE LEAF DOOR - CAST IN N SLAB (GASKET REQUIRED) 3" MIN. DRAIN PORT FEBCO LF860 " a o WITH SCREEN PROPOSED OS&Y VALVES TYP. 8"0 RPZ'S OR 12 WIDE (TYP. EACH END) L K McLF.AN ASSOCIATES,P.C. ( APPROVED EQUAL ACCESS LADDER LONG ISLAND, NY FOR BOTH RPZ DEVICES) OFE LOW 8" 437 SOUTH COUNTRY RD., TOP OF VAULT z BROOKHAVEN, NEW YORK 11719 - 39.50' o •• Tel: 631.286.8668 U EARTH BERM 1' : 'r, REMOVABLE ACCESS PANEL ,.•;,'•. 1i * 1.1-5 TWO 12" PVC PIPE �i MOT BOX ENCLOSURE _, FEBCO MODEL LF825Y - 1" RPZ C co DRAINS WITH SCREEN r LENGTH 26' DEVICE OR APPROVED EQUAL 5'-6" MIN. 5'-0" MIN. �•IJCOVER CONCRETE PAD LENGTH 38" VINEYARD VIEW FURNISH & INSTALL METER TO METER TO TOE o z VAULT AS PER S.C.W.A. DT-201 VAULT OF SLOPE r7 18"MIN - --- PLAN VIEW NORTH ROAD FINISHED GRADE HEATED HOT BOX ENCLOSURE MODEL ENCLOSURE LENGTH 26' TOWN OF SOUTHOLD, N.Y. 11939 32.00' H81T (PART NUMBER HF013027035) OR APPEQUAL FEBCO MODEL LF825Y - 1" RPZ DIRECTION OF FLOW C;) z SUPPORT 3/4 THRUST ROD " I _ DEVICE OR APPROVED EQUAL i •M �"" 12 C.L.D.I. TEE DEVICE _ T ✓� >> -t 8 C.L.D.I. TYPICAL EST COCK #1 - _� 12" CLD I PIPE ® � TO FACILITY 0 3" 0 MIN. DRAIN PORT C Q D D oo *00w WITH SCREEN 12" 12"x8" TEE GALVANIZED ANCHOR BOLT (TYP. EACH END) WATER TAP BY S.C.W.A. 12" LINE C.L.D.i. 8" 90' ELBOW (TYP.) EXIST. GRADE MANUFACTURER'S SPECS.CS (n?.) • . • •FASTEN AS PER GRADE ALL FEES TO BE PAID BY VALVE - 8 90' ELBOW ' ' • • conifer0- I CONTRACTOR TYPICAL 12"x8" TEE • �._6= METER BY S.C.W.A. ALL FEES NOTE: ALL VALVES, BENDS Z *EAI ESTATE 0%VEL0EMENT,CONET*NCTION r MANAISEMi NT TO BE PAID BY CONTRACTOR ELEVATION " PROP ER SITE AND FITTINGS TO BE PER >_ 12 2 WATER MAIN THE LATEST AWWA AND SCWA POURED CONCRETE CONTINUE 1" 0 PLASTIC WATER ,,.----- URE ZONE N E DEV 1 C E N BERM AREA STANDARDS. FOOTING 3,500 PSI (f ) MII� LINE TO PUMP STATION. REDUCED PRESS seal , N.T.S. Ff DIRECTION OF FLOW FROM ON-SITE SUPPLY------o,. GENERAL NOTES INSTALLATION OF SERVICES 1" WATER SERVICE " N 1. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING PLUMBING CONTRACTOR END TYPE K COPPER PIPE 1. MAIN WATER PIPE TO BE CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE. / SHALL INSTALL THE AND CONTINUE SITE WATER Q, TO THE PROPERTY LINE. WATER LINE FROM SCWA PIPING WITH C900-CLASS 150 � ;F;a\ �•,;:;r • ff 2. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE 2. PROVIDE WET TAP OF EACH REQUIRED SERVICE AS LOCATED ON PLANS. NOTE: TO SITE. PLASTIC PIPE - TONE WIRE V •v AND WARNING TAPE SHALL BE w'�:.fig•i_.,.r •�,;;.;/ WORK. DIAPHRAGM ON FEBCO MODELS MUST CONTINUOUS ALONG ENTIRE -_-: --- r' ONSITE WATERLINE SPECIFICATIONS ELEVATION VIEW BE INSTALLED ON THE 30" CLEARANCE LENGTH OF MAIN •a 3. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1. ALL PIPE OVER 2" AFTER EXITING EACH BOOSTER PUMP ON SITE SHALL BE- WATERLINE SPECIFICATIONS SIDE OF THE ENCLOSURE. o INSTRUCTIONS AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF C900-CLASS 150 PLASTIC PIPE 1. TYPE "K" SOFT COPPER TUBING, MINIMUM SIZE 1" INSIDE DIAMETER. 9� issued date description HEALTH SERVICES. TYPICAL SEWER PUMP STATION 1 RPZ DETAILS 1 10-10-18 ADDRESSED COMMENTS FROM SCWA TRENCH NOTES: 2. PLASTIC PIPE SPECIFICATIONS: I 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 COMMENTS FROM SCWA L`- BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6" LAYERS. STONES SHALL BE 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON OF 200 P.S.I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE EXISTING SCWA WATER MAIN 3 12 7.18 ADDRESSED 10-2-2018 TOWN 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 �I THE PIPE. 2.2. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS -� 4 2-12-19 ADDENDUM #1 0 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING UTILIZED IS NOT ACCEPTABLE. (BRASS COUPLINGS ARE " SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. REQUIRED.) --V 0 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54 . PROPOSED q3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT TAP (0 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO PREVENT MOVEMENT. 6" LIFTS. O issued date description 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH VALVE BOX PROPOSED LOCATION 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN OF FRANGIBLE to ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. EACH UTILITY INSTALLATION. HYDRANT ASSEMBLY PROPOSED TYPICAL SCWA CURB / CORPORATION VALVE 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BEA oPLACE CONCRETE OR THE LATEST REVISION.' MINIMUM OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND WELL GRADED WASHED AGAINST UNDISTURBED U 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, ROOFING OR TAR C REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. WATER VALVE PAPER j SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 PROPOSED WATER SERVICE LINEAR FEET OF WATER MAIN OR PORTION THEREOF. _ 0 00 L`- 12. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER / Op C, SERVICE. ` .N 0 13. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE ETC.) SHALL BE BURIED IN THE WATER 6" DIA. WATER MAIN SOLID CONCRETE / title SERVICE TRENCH. 10" DIA. BLOCKS OR BROKEN / / tl , N CONCRETE BLOCKS �� / '° -° '° -° LOCATION) (APPROX. TYPICAL CURB CORPORATION VALVE DETAILDETAILS vLOCATION) RETAINER GLANDS � WATER v � - - - - - - - - N.T.S. NOTE: PIPE SHALL BE A FULL rn LENGTH PIPE CENTERED UNDER THE PROPOSED UTILITY MATERIALS & JOINTS EQUIVALENT TOFIRE HYDRANT DETAIL 32" MAX. (TYPICAL •v CROSSING UTILITY 18 MIN. METALLIC MARKING TAPE 10'MIN. 2'+/- WATER MAIN STANDARDS OF N.T.S. CONSTRUCTION AND PRESSURE TESTED WATER MAIN OR SANITARY CONCRETE THRUST BLOCK \ \ \ \\ \ 3 TO ASSURE WATER TIGHTNESS PRIOR WATER SERVICE SEWER MAIN TO BACKFILLING OR BUILDING TO UNDlSTURBED SOIL SURFACE \ /\/ //, \/ +; CONNECTION WATER MAIN 6" TYPICAL CURB STOP (VALVE) EXCAVATE & BACKFILL �?�\.� / /\. y f` 18" MIN. , \� \ drawn b - �� c -o SHOULD BE BROUGHT TO GRADE WITH SUITABLE /\\ /� ,. 18"(MIN.) ON SITE WATER SERVICE 4'-6 MIN. EXCAVATED MATERIAL MTER L checked by: 4' a } CFD A.O.B.E. COMPACT - - - - - - (MIN. BURIAL DEPTH 54") BACKFlLL IN 6" LIFTS. PROPOSED ELECTRIC scale: AS NOTED °t•.°' • 144 j / PROPOSED TELEPHONE v p PROPOSED WATER LINE PROPOSED project number: 17106.000 f . W/ TONE WIRE COMMUNICATIONS O UNDISTURBED PROPOSED WATER MAIN! c EARTH WATER MAIN CROSSING OTE: WATER LINE (COAXIAL CABLE) ��.__..•_____ 4) TYPICAL HORIZONTAL SEPARATION BETWEEN SEWER (SANITARY TAPPING SLEEVE PROPOSED SANITARY PIPE sheet number 1'-REMOVE UNSUITABLE 10 MIN. I CD OR STORM) AND WATER LINES MUST BE 10' 1 .0MATERIAL IF �NCOUNTERED TEMPORARY SHEETING THE EDUCATION LAW OF THE STATE OF NEW YORK MINIMUM AS PER O.S.H.A. TYPICAL WATER TYPICAL UTILITY TRENCH PROHIBITS ANY PERSON FROM ALTERING ANYTHING N o ,TYPICAL UTILITY , CROSSING — VERTICAL OBSTRUCTION REQUIREMENTS STs IN THE DRAWINGS AND/OR THE ACCOMPANYING W/ REQUIRED VERTICAL OFFSET WAT E R f S EW E R (SANITARY OR STORM SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION U 2 OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N ELEVATION CROSSING DETAIL SERVICE - LARGER THAN 2 WATER LINE EXCAVATION DETAILS ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT N THE ALTERATION AN ON THE •p DRAWING AND/OR IN THE SPECIFlCAmiON y NOTE: THRUST BLOCKS SHOWN, THRUST RESTRAINT MAY BE PROVIDED BY ANY SINGLE METHOD IN N.T.S. N.T.S. �+. ACCORDANCE WITH WATER MAIN THRUST RESTRAINT DETAILS � N.T.S. (NYS ED. LAW SECTION 7209-2